Loading...
HomeMy WebLinkAboutM1 - Traffic Analysis BEECH LOGISTICS CENTER (MCN22-059) TRAFFIC ANALYSIS Reference Number Agency Date January 17, 2023 City of Fontana 14726-05 TA Report PREPARED BY: Charlene So | cso@urbanxroads.com Aric Evatt | aevatt@urbanxroads.com Type text here 14726-05 TA Report ii TABLE OF CONTENTS Table of Contents ............................................................................................................................................... ii Appendices ......................................................................................................................................................... iv List of Exhibits ..................................................................................................................................................... v List of Tables ...................................................................................................................................................... vi List of Abbreviated Terms ............................................................................................................................... vii 1 Introduction............................................................................................................................................... 1 1.1 Summary of Findings ............................................................................................................................................... 1 1.2 Project Overview ....................................................................................................................................................... 3 1.3 Analysis Scenarios ..................................................................................................................................................... 5 1.4 Study Area .................................................................................................................................................................... 6 1.5 Deficiencies .................................................................................................................................................................. 8 1.6 Recommendations .................................................................................................................................................... 9 1.7 Vehicle Miles Traveled (VMT) Analysis .......................................................................................................... 13 2 Methodologies ........................................................................................................................................ 15 2.1 Level of Service ........................................................................................................................................................ 15 2.2 Intersection Capacity Analysis ........................................................................................................................... 15 2.3 Traffic Signal Warrant Analysis Methodology ............................................................................................ 17 2.4 Minimum Acceptable Levels of Service (LOS) ............................................................................................ 18 2.5 Deficiency Criteria .................................................................................................................................................. 18 2.6 Project Fair Share Calculation Methodology .............................................................................................. 19 3 Area Conditions ...................................................................................................................................... 21 3.1 Existing Circulation Network ............................................................................................................................. 21 3.2 General Plan Circulation Elements .................................................................................................................. 21 3.3 Bicycle & Pedestrian Facilities ............................................................................................................................ 24 3.4 Transit Service .......................................................................................................................................................... 24 3.5 Existing Traffic Counts .......................................................................................................................................... 24 3.6 Existing (2022) Intersection Operations Analysis ..................................................................................... 29 3.7 Existing (2022) Traffic Signal Warrants Analysis ....................................................................................... 30 4 Projected Future Traffic ......................................................................................................................... 31 4.1 Project Trip Generation ....................................................................................................................................... 31 4.2 Project Trip Distribution ...................................................................................................................................... 35 4.3 Modal Split ................................................................................................................................................................. 35 4.4 Project Trip Assignment ....................................................................................................................................... 35 4.5 Background Traffic ................................................................................................................................................. 35 4.6 Cumulative Development Traffic ..................................................................................................................... 38 4.7 Near-Term Traffic Conditions ........................................................................................................................... 38 5 EAP (2024) Traffic Conditions ................................................................................................................ 43 5.1 Roadway Improvements ..................................................................................................................................... 43 5.2 EAP (2024) Traffic Volume Forecasts ............................................................................................................ 43 14726-05 TA Report iii 5.3 Intersection Operations Analysis ..................................................................................................................... 43 5.4 Traffic Signal Warrants Analysis ....................................................................................................................... 45 5.5 Project Deficiencies and Recommended Improvements ...................................................................... 45 6 Opening Year Cumulative (2024) Traffic Conditions .......................................................................... 47 6.1 Roadway Improvements ..................................................................................................................................... 47 6.2 Opening Year Cumulative (2024) Without Project Traffic Volume Forecasts ............................. 47 6.3 Opening Year Cumulative (2024) With Project Traffic Volume Forecasts .................................... 47 6.4 Intersection Operations Analysis ..................................................................................................................... 50 6.5 Traffic Signal Warrants Analysis ....................................................................................................................... 51 6.6 Deficiencies and Improvements ....................................................................................................................... 51 7 Local and Regional Funding Mechanisms ........................................................................................... 53 7.1 Measure “I” Funds ................................................................................................................................................... 53 7.2 City of Fontana Development Impact Fee (DIF) ........................................................................................ 53 7.3 Fair Share Contribution........................................................................................................................................ 54 8 Vehicle Miles Traveled ........................................................................................................................... 55 8.1 Project Screening .................................................................................................................................................... 55 8.2 Conclusion ................................................................................................................................................................. 57 9 References ............................................................................................................................................... 59 14726-05 TA Report iv APPENDICES Appendix 1.1: Approved Traffic Study Scoping Agreement Appendix 1.2: Site Adjacent Queuing Worksheets Appendix 3.1: Existing Traffic Counts Appendix 3.2: Existing (2022) Conditions Intersection Operations Analysis Worksheets Appendix 3.3: Existing (2022) Conditions Traffic Signal Warrant Analysis Worksheets Appendix 5.1: EAP (2024) Conditions Intersection Operations Analysis Worksheets Appendix 5.2: EAP (2024) Conditions Traffic Signal Warrant Analysis Worksheets Appendix 5.3: EAP (2024) Conditions Intersection Operations Analysis Worksheets With Improvements Appendix 6.1: Opening Year Cumulative (2024) Without Project Conditions Intersection Operations Analysis Worksheets Appendix 6.2: Opening Year Cumulative (2024) With Project Conditions Intersection Operations Analysis Worksheets Appendix 6.3: Opening Year Cumulative (2024) With Project Conditions Traffic Signal Warrant Analysis Worksheets Appendix 6.4: Opening Year Cumulative (2024) With Project Conditions Intersection Operations Analysis Worksheets With Improvements Appendix 8.1: VMT Analysis 14726-05 TA Report v LIST OF EXHIBITS Exhibit 1-1: Location Map .................................................................................................................................. 2 Exhibit 1-2: Preliminary Site Plan ..................................................................................................................... 4 Exhibit 1-3: Study Area ....................................................................................................................................... 7 Exhibit 1-4: Site Access Recommendations ................................................................................................. 10 Exhibit 3-1: Existing Number of Through Lanes and Intersection Controls ............................................. 22 Exhibit 3-2: City of Fontana Hierarchy of Streets ......................................................................................... 23 Exhibit 3-3: City of Fontana Bicycle Facilities ................................................................................................ 25 Exhibit 3-4: Existing Pedestrian Facilities ...................................................................................................... 26 Exhibit 3-5: Existing Transit Routes ................................................................................................................ 27 Exhibit 3-6: Existing (2022) Traffic Volumes (Actual Vehicles)..................................................................... 28 Exhibit 4-1: Project (Passenger Car) Trip Distribution ................................................................................. 36 Exhibit 4-2: Project (Trucks) Trip Distribution ............................................................................................... 36 Exhibit 4-3: Project Only Traffic volumes (Actual Vehicles) ......................................................................... 37 Exhibit 4-4: Cumulative Development Location Map .................................................................................. 39 Exhibit 4-5: Cumulative Only Traffic Volumes (Actual Vehicles) ................................................................. 40 Exhibit 5-1: EAP (2024) Traffic Volumes ......................................................................................................... 44 Exhibit 6-1: Opening Year Cumulative (2024) Without Project Traffic Volumes (Actual Vehicles) ......... 48 Exhibit 6-2: Opening Year Cumulative (2024) With Project Traffic Volumes (Actual Vehicles) ............... 49 14726-05 TA Report vi LIST OF TABLES Table 1-1: Intersection Analysis Locations ...................................................................................................... 6 Table 1-2: Summary of LOS ............................................................................................................................... 8 Table 1-3: Summary of Improvements and Rough Order of Magnitude Costs ....................................... 12 Table 2-1: Signalized Intersection LOS Thresholds ...................................................................................... 16 Table 2-2: Unsignalized Intersection LOS Thresholds ................................................................................. 17 Table 2-3: Traffic Signal Warrant Analysis Locations ................................................................................... 18 Table 2-4: Thresholds of Significant Impact .................................................................................................. 19 Table 3-1: Intersection Analysis for Existing (2022) Conditions ................................................................. 29 Table 4-1: Project Trip Generation Rates ...................................................................................................... 32 Table 4-2: Project Trip Generation Summary (Actual Vehicles) .................................................................. 33 Table 4-3: Project Trip Generation Summary (PCE) ..................................................................................... 34 Table 4-4: Cumulative Development land use Summary ............................................................................ 41 Table 5-1: Intersection Analysis for EAP (2024) Conditions ........................................................................ 45 Table 5-2: Intersection Analysis for EAP (2024) Conditions With Improvements .................................... 46 Table 6-1: Intersection Analysis for Opening Year Cumulative (2024) Conditions .................................. 50 Table 6-2: Opening Year Cumulative (2024) Conditions Intersection Operations Analysis With Improvements .................................................................................................................................................. 51 Table 7-1: Project Fair Share Calculations .................................................................................................... 54 14726-05 TA Report vii LIST OF ABBREVIATED TERMS (1) Reference ADT Average Daily Traffic CA MUTCD California Manual on Uniform Traffic Control Devices Caltrans California Department of Transportation CEQA California Environmental Quality Act CMP Congestion Management Program CTR Commute Trip Reduction DIF Development Impact Fee EAP Existing plus Ambient Growth plus Project FAR Floor-to-Area Ratio HCM Highway Capacity Manual ITE Institute of Transportation Engineers LOS Level of Service NCHRP National Cooperative Highway Research Program OPR Office of Planning and Research PCE Passenger Car Equivalent PHF Peak Hour Factor Project North Fontana Industrial Complex (Acacia) SBTAM San Bernardino Transportation Analysis Model SCAG Southern California Association of Governments SED Socio-economic Data TA Traffic Analysis TAZ Traffic Analysis Zone TDM Transportation Demand Management TPA Transit Priority Area V/C Volume to Capacity VMT Vehicle Miles Traveled 14726-05 TA Report viii This page intentionally left blank. Beech Logistics Center Traffic Analysis 14726-05 TA Report 1 1 INTRODUCTION This report presents the results of the Traffic Analysis (TA) for the proposed Beech Logistics Center development (“Project”), which is located north of Foothill Boulevard (SR-66) and west of Beech Avenue in the City of Fontana, as shown on Exhibit 1-1. Exhibit 1-1 depicts the location of the proposed Project in relation to the existing roadway network and the study area intersections. The purpose of this TA is to evaluate the potential deficiencies related to traffic, identify circulation system deficiencies that may result from the development of the proposed Project, and to recommend improvements to resolve identified deficiencies in order to achieve acceptable operational conditions at study area intersections and ensure consistency with the City’s General Plan. This TA has been prepared in accordance with the City of Fontana’s Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 21, 2020) and through consultation with City of Fontana staff during the scoping process. (1) The Project traffic study scoping agreement is provided in Appendix 1.1 of this TA, which has been reviewed and approved by City of Fontana staff. 1.1 SUMMARY OF FINDINGS 1.1.1 VEHICLE MILES TRAVELED Changes to California Environmental Quality Act (CEQA) Guidelines were adopted in December 2018, which require all lead agencies to adopt Vehicle Miles Traveled (VMT) as a replacement for automobile delay-based level of service (LOS) as the measure for identifying transportation impacts for land use projects. This statewide mandate went into effect July 1, 2020. To aid in this transition, the Governor’s Office of Planning and Research (OPR) released a Technical Advisory on Evaluating Transportation Impacts in CEQA (December of 2018) (Technical Advisory) (2). Based on OPR’s Technical Advisory, specific procedures for complying with the new CEQA requirements for VMT analysis, the City of Fontana adopted Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (City Guidelines) (1). The City Guidelines documents the City’s VMT analysis methodology and adopted VMT impact thresholds. The VMT screening evaluation presented in this report has been developed based on these City Guidelines. Based on our findings, the Project was found to meet the project net daily trips less than 500 average daily trip (ADT) screening criteria. Therefore, the Project would result in a less than significant impact for VMT; no further VMT analysis is required. Beech Logistics Center Traffic Analysis 14726-05 TA Report 2 EXHIBIT 1-1: LOCATION MAP Beech Logistics Center Traffic Analysis 14726-05 TA Report 3 1.1.2 LEVEL OF SERVICE (LOS) ANALYSIS The Project is to construct the following improvements as design features in conjunction with development of the site: • Project to construct the ultimate half-section of Beech Avenue as a Primary Highway (100-foot right-of- way) along the Project’s frontage between the northbound and southern Project boundaries consistent with the City’s standards. Frontage improvements include pavement, curb-and-gutter, sidewalk, and landscaping improvements. Improvements will also include a northbound lane in order to facilitate site access. There improvements will then taper down to accommodate a paved roadway with one lane in each direction between the Project and Foothill Boulevard (SR-66) in order to facilitate site access. The pavement will widen just north of the intersection on Beech Avenue. • Project to install stop controls for all egress traffic from each Project driveway (Driveway 1 and Driveway 2 both on Beech Avenue). Additional details and intersection lane geometrics are provided in Section 1.6 Recommendations of this report. The proposed Project is not anticipated to require the construction of any off-site improvements, however, there are improvement needs identified at off-site intersections for future cumulative traffic study scenarios. As such, the Project Applicant’s responsibility for the Project’s contributions towards deficient off-site intersections is fulfilled through payment of fair share and/or payment into pre-existing fee programs (if applicable) that would be assigned to the future construction of the identified recommended improvements. The Project Applicant would be required to pay requisite fees and/or fair share contributions consistent with the City’s requirements (see Section 7 Local and Regional Funding Mechanisms). 1.2 PROJECT OVERVIEW The proposed Project is to consist of the development of a single 168,760 square foot warehouse building. It is anticipated to have an Opening Year of 2024. The proposed preliminary site plan for the proposed Project is shown on Exhibit 1-2. As indicated on Exhibit 1-2, access to the Project site will be provided to Beech Avenue via two driveways (both will allow for full access). Regional access to the Project site is available from the I-10 Freeway via Citrus Avenue or Cherry Avenue. In order to develop the traffic characteristics of the proposed project, trip-generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) for General Light Industrial (ITE Land Use Code 110) and Warehousing (ITE Land Use Code 150) land use categories were utilized. (3) The Project is anticipated to generate a total of 426 two-way trips per day with 52 AM peak hour trips and 48 PM peak hour trips (actual vehicles). The assumptions and methods used to estimate the Project’s trip generation characteristics are discussed in greater detail in Section 4.1 Project Trip Generation of this report. Beech Logistics Center Traffic Analysis 14726-05 TA Report 4 EXHIBIT 1-2: PRELIMINARY SITE PLAN Beech Logistics Center Traffic Analysis 14726-05 TA Report 5 1.3 ANALYSIS SCENARIOS For the purposes of this traffic study, potential deficiencies to traffic and circulation have been assessed for each of the following conditions: • Existing (2022) Conditions • Existing plus Ambient Growth plus Project (EAP) (2024) • Opening Year Cumulative (2024) Without Project • Opening Year Cumulative (2024) With Project 1.3.1 EXISTING (2022) CONDITIONS Information for Existing (2022) traffic conditions is disclosed to represent the baseline traffic conditions as they existed at the time this report was prepared. 1.3.2 EAP (2024) CONDITIONS The EAP (2024) conditions analysis determines the potential circulation system deficiencies based on a comparison of the EAP traffic conditions to Existing conditions. The roadway network is similar to Existing conditions except for new connections to be constructed by the Project. To account for background traffic growth, an ambient growth factor from Existing (2022) conditions of 4.04% (2 percent per year, compounded over 2 years) is included for EAP (2024) traffic conditions. The assumed ambient growth factor is based on the requirements per the City’s Guidelines. 1.3.3 OPENING YEAR CUMULATIVE (2024) CONDITIONS The Opening Year Cumulative (2024) traffic conditions analysis determines the potential near-term cumulative circulation system deficiencies. To account for background traffic growth, traffic associated with other known cumulative development projects in conjunction with an ambient growth from Existing (2022) traffic conditions of 4.04% is included for Opening Year Cumulative (2024) traffic conditions (2 percent per year compounded annually over 2 years). This analysis scenario includes a list of other cumulative development projects which was compiled from information provided by the City of Fontana and is consistent with other recent studies in the study area. Beech Logistics Center Traffic Analysis 14726-05 TA Report 6 1.4 STUDY AREA The 10 study area intersections listed in Table 1-1 and shown on Exhibit 1-3 were selected for evaluation in this TA based on consultation with City of Fontana staff. The study area includes intersections where the Project is anticipated to contribute 50 or more peak hour trips per the City of Fontana’s traffic study guidelines or have been added at the City’s request. (1) The “50 peak hour trip” criteria represent a minimum number of trips at which a typical intersection would have the potential to be substantively affected by a given development proposal. The 50 peak hour trip criterion is a traffic engineering rule of thumb that is accepted and widely used within San Bernardino County for estimating a potential area of influence (i.e., study area). The intent of a Congestion Management Program (CMP) is to more directly link land use, transportation, and air quality, thereby prompting reasonable growth management programs that will effectively utilize new transportation funds, alleviate traffic congestion and related deficiencies, and improve air quality. Counties within California have developed CMPs with varying methods and strategies to meet the intent of the CMP legislation. Two of the study area intersections are identified as CMP intersections. TABLE 1-1: INTERSECTION ANALYSIS LOCATIONS #Intersection Jurisdiction CMP Facility? 1 Cherry Av. & Foothill Bl. (SR-66)Fontana, County Yes 2 Redwood Av. & Foothill Bl. (SR-66)Fontana, County No 3 Hemlock Av. & Foothill Bl. (SR-66)Fontana, County No 4 Beech Av. & Driveway 1 Fontana No 5 Beech Av. & Driveway 2 Fontana No 6 Beech Av. & Foothill Bl. (SR-66)Fontana, County No 7 Sultana Av. & Foothill Bl. (SR-66)Fontana, County No 8 Almeria Av. & Foothill Bl. (SR-66)Fontana, County No 9 Tokay Av. & Foothill Bl. (SR-66)Fontana No 10 Citrus Av. & Foothill Bl. (SR-66)Fontana Yes Beech Logistics Center Traffic Analysis 14726-05 TA Report 7 EXHIBIT 1-3: STUDY AREA Beech Logistics Center Traffic Analysis 14726-05 TA Report 8 1.5 DEFICIENCIES This section provides a summary of deficiencies by analysis scenario. Section 2 Methodologies provides information on the methodologies used in the analysis and Section 5 EAP (2024) Traffic Conditions and Section 6 Opening Year Cumulative (2024) Traffic Conditions. A summary of LOS results for all analysis scenarios is presented in Table 1-2. TABLE 1-2: SUMMARY OF LOS 1.5.1 EXISTING (2022) CONDITIONS The following study area intersections are currently operating at an unacceptable LOS: • Beech Av. & Foothill Bl. (SR-66) (#6) – LOS D AM peak hour; LOS F PM peak hour • Citrus Av. & Foothill Bl. (SR-66) (#10) – LOS D AM and PM peak hours 1.5.2 EAP (2024) CONDITIONS The following study area intersections are anticipated to operate at an unacceptable LOS with the addition of Project traffic: • Cherry Av. & Foothill Bl. (SR-66) (#1) – LOS D AM and PM peak hours • Beech Av. & Foothill Bl. (SR-66) (#6) – LOS F AM and PM peak hours • Citrus Av. & Foothill Bl. (SR-66) (#10) – LOS E AM peak hour; LOS D PM peak hour The addition of Project traffic at the intersection of Cherry Avenue and Foothill Boulevard (SR-66) is anticipated to result in an increase of less than 8.0 seconds, which is the threshold for intersections operating at LOS C under pre-project conditions. As such, improvements have only been #Intersection AM PM AM PM AM PM AM PM 1 Cherry Av. & Foothill Bl. (SR-66) 2 Redwood Av. & Foothill Bl. (SR-66) 3 Hemlock Av. & Foothill Bl. (SR-66) 4 Beech Av. & Driveway 1 N/A N/A N/A N/A 5 Beech Av. & Driveway 2 N/A N/A N/A N/A 6 Beech Av. & Foothill Bl. (SR-66) 7 Sultana Av. & Foothill Bl. (SR-66) 8 Almeria Av. & Foothill Bl. (SR-66) 9 Tokay Av. & Foothill Bl. (SR-66) 10 Citrus Av. & Foothill Bl. (SR-66) = A - C = D - E = F Existing 2024 Without Project 2024 With ProjectEAP (2024) Beech Logistics Center Traffic Analysis 14726-05 TA Report 9 recommended at Beech Avenue at Foothill Boulevard (SR-66) and Citrus Avenue at Foothill Boulevard (SR-66). 1.5.3 OPENING YEAR CUMULATIVE (2024) CONDITIONS The following study area intersections are anticipated to operate at an unacceptable LOS under Opening Year Cumulative (2024) Without Project traffic conditions: • Cherry Av. & Foothill Bl. (SR-66) (#1) – LOS D AM and PM peak hours • Beech Av. & Foothill Bl. (SR-66) (#6) – LOS E AM peak hour; LOS F PM peak hour • Sultana Av. & Foothill Bl. (SR-66) (#7) – LOS D AM peak hour only • Citrus Av. & Foothill Bl. (SR-66) (#10) – LOS E AM and PM peak hours There are no additional study area intersections anticipated to operate at an unacceptable LOS with the addition of Project traffic. The addition of Project traffic is anticipated to increase the delays at Cherry Avenue at Foothill Boulevard (SR-66) and Sultana Avenue at Foothill Boulevard (SR-66) by less than 5 seconds which is below the City’s threshold. As such, improvements have only been recommended at Beech Avenue at Foothill Boulevard (SR-66) and Citrus Avenue at Foothill Boulevard (SR-66). 1.6 RECOMMENDATIONS 1.6.1 SITE ADJACENT AND SITE ACCESS RECOMMENDATIONS The following recommendations are based on the minimum improvements needed to accommodate site access and maintain acceptable peak hour operations for the proposed Project. The site adjacent recommendations are shown on Exhibit 1-4. Recommendation 1 – Beech Avenue & Driveway 1 (#4) – The following improvements are necessary to accommodate site access: • Project to install a stop control on the eastbound approach (Project driveway). • Project to construct lanes along Beech Avenue as needed to facilitate site access (see also Recommendation 3). Recommendation 2 – Beech Avenue & Driveway 2 (#5) – The following improvement is necessary to accommodate site access: • Project to install a stop control on the eastbound approach (Project driveway). • Project to construct lanes along Beech Avenue as needed to facilitate site access (see also Recommendation 3). Beech Logistics Center Traffic Analysis 14726-05 TA Report 10 EXHIBIT 1-4: SITE ACCESS RECOMMENDATIONS Beech Logistics Center Traffic Analysis 14726-05 TA Report 11 Recommendation 3 – Beech Avenue is a north-south oriented roadway located on the Project’s eastern boundary. The Project is to construct the ultimate half-section of Beech Avenue as a Primary Highway (100-foot right-of-way) from the northern Project boundary to Foothill Boulevard (SR-66) consistent with the City’s standards. This includes accommodating a Class II bike lane along the west side of the roadway consistent with the existing bike lanes on Beech Avenue north of the Pacific Electric Trail. Frontage improvements include pavement, curb-and-gutter, sidewalk, and landscaping improvements. Half-width improvements will be made on the east side of the centerline for northbound traffic (14- foot-wide lane). These half-width improvements will extend from the northerly Project boundary to Foothill Boulevard (SR-66). Beech Avenue will terminate to the north of the Project as a cul-de-sac, just south of the Pacific Electric Trail. The pavement will widen just north of Foothill Boulevard (SR-66) on Beech Avenue to full street width along with curb returns. The southbound approach at the intersection of Beech Avenue and Foothill Boulevard (SR-66) will accommodate a southbound left turn lane and southbound right turn lane. Curb-and-gutter improvements at Beech Avenue and Foothill Boulevard (SR-66) to the northwest and northeast corners will transition to the existing edge of pavement to the west and east of Beech Avenue. On-site traffic signing and striping should be implemented agreeable with the provisions of the California Manual on Uniform Traffic Control Devices (CA MUTCD) and in conjunction with detailed construction plans for the Project site. Sight distance at each project access point should be reviewed with respect to standard Caltrans and City of Fontana sight distance standards at the time of preparation of final grading, landscape, and street improvement plans. 1.6.2 QUEUING ANALYSIS A queuing analysis has been performed for the Project driveways for Opening Year Cumulative (2024) With Project traffic conditions. The traffic modeling and signal timing optimization software package SimTraffic has been utilized to assess the queues. SimTraffic is designed to model networks of signalized and unsignalized intersections, with the primary purpose of checking and fine-tuning signal operations. SimTraffic uses the input parameters from Synchro to generate random simulations. These random simulations generated by SimTraffic have been utilized to determine the 95th percentile queue lengths observed for each applicable turn lane. A SimTraffic simulation has been recorded up to 5 times, during the weekday AM and weekday PM peak hours, and has been seeded for 15-minute periods with 60-minute recording intervals. Queuing analysis worksheets for the weekday AM and PM peak hours are provided in Appendix 1.2 of this report. No site adjacent queues are anticipated with the proposed improvements. Beech Logistics Center Traffic Analysis 14726-05 TA Report 12 TABLE 1-3: SUMMARY OF IMPROVEMENTS AND ROUGH ORDER OF MAGNITUDE COSTS EAP (2024)2024 With Project 6 Beech Av. & Foothill Bl. (SR-66)Add SB left-through-right turn lane Same Construct Yes --15.6%-- Add EB left turn lane Same Construct No ---- Install a Traffic Signal Same Fair Share No $600,000 $93,651 Total:$600,000 $93,651 10 Citrus Av. & Foothill Bl. (SR-66)Fontana Restripe the WB approach to accommodate 2 lefts and 2 through lanes Same Fair Share No $44,250 5.4% $2,405 Total:$44,250 $2,405 Total Cost for Improvements $644,250 $96,056 Total Project Fair Share Contribution to the City of Fontana (non-DIF/other)6 Total Project Fair Share Contribution to the County7 1 Improvements included in regional/City DIF programs have been identified as such. 2 Program improvements constructed by project may be eligible for fee credit. In lieu fee payment is at the discretion of the City. 3 Costs have been estimated using the data provided in Appendix "G" of the CMP (2003 Update) for preliminary construction costs with an application of 1.674 factor to adjust costs to 2022. 4 Total project fair share contribution consists of the improvements which are not already included in a pre-existing fee program. 5 Rough order of magnitude cost estimate. 6 Total project fair share contribution consists of the improvements which are not already included in a fee program for those intersections wholly or partially within the City of Fontana. 7 Total project fair share contribution consists of the improvements which are not already included in a fee program for those intersections within the County of San Bernardino. $46,826 $49,230 #Intersection Location Jurisdiction Project Responsibility Improvements in DIF1,2 Project Fair Share Fair Share Cost5 Fontana, County Estimated Cost3,4 Beech Logistics Center Traffic Analysis 14726-05 TA Report 13 1.6.3 OFF-SITE RECOMMENDATIONS The recommended improvements needed to address the cumulative deficiencies identified under Existing (2022), EAP (2024), and Opening Year Cumulative (2024) traffic conditions are summarized in Table 1-3. For those improvements listed in Table 1-3 and not constructed as part of the Project, the Project Applicant’s responsibility for the Project’s contributions towards deficient intersections is fulfilled through payment of fair share and/or fees. Table 1-3 also summarizes the applicable cost associated with each of the recommended improvements. 1.7 VEHICLE MILES TRAVELED (VMT) ANALYSIS The Project was evaluated consistent with the City’s available screening criteria. Based on our findings, the Project was found to meet the project net daily trips less than 500 ADT screening criteria. Therefore, the Project would result in a less than significant impact for VMT; no further VMT analysis is required. Detailed discussion can be found in Section 7 Vehicle Miles Traveled Analysis of this TA. Beech Logistics Center Traffic Analysis 14726-05 TA Report 14 This Page Intentionally Left Blank Beech Logistics Center Traffic Analysis 14726-05 TA Report 15 2 METHODOLOGIES This section of the report presents the methodologies used to perform the traffic analyses summarized in this report. The methodologies described are generally consistent with the City of Fontana’s traffic study guidelines. (1) 2.1 LEVEL OF SERVICE Traffic operations of roadway facilities are described using the term "Level of Service" (LOS). LOS is a qualitative description of traffic flow based on several factors, such as speed, travel time, delay, and freedom to maneuver. Six levels are typically defined ranging from LOS A, representing completely free-flow conditions, to LOS F, representing breakdown in flow resulting in stop-and-go conditions. LOS E represents operations at or near capacity, an unstable level where vehicles are operating with the minimum spacing for maintaining uniform flow. 2.2 INTERSECTION CAPACITY ANALYSIS The definitions of LOS for interrupted traffic flow (flow restrained by the existence of traffic signals and other traffic control devices) differ slightly depending on the type of traffic control. The LOS is typically dependent on the quality of traffic flow at the intersections along a roadway. The 6th Edition Highway Capacity Manual (HCM) methodology expresses the LOS at an intersection in terms of delay time for the various intersection approaches. (4) The HCM uses different procedures depending on the type of intersection control. 2.2.1 SIGNALIZED INTERSECTIONS The City of Fontana requires signalized intersection operations analysis based on the methodology described in the HCM. (4) Intersection LOS operations are based on an intersection’s average control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. For signalized intersections LOS is related to the average control delay per vehicle and is correlated to a LOS designation as described in Table 2-1. Beech Logistics Center Traffic Analysis 14726-05 TA Report 16 TABLE 2-1: SIGNALIZED INTERSECTION LOS THRESHOLDS The traffic modeling and signal timing optimization software package Synchro (Version 11) has been utilized to analyze signalized intersections. Synchro is a macroscopic traffic software program that is based on the signalized intersection capacity analysis as specified in the HCM. Macroscopic level models represent traffic in terms of aggregate measures for each movement at the study intersections. Equations are used to determine measures of effectiveness such as delay and queue length. The level of service and capacity analysis performed by Synchro takes into consideration optimization and coordination of signalized intersections within a network. A saturation flow rate of 1900 has been utilized for all study area intersections located within the City of Fontana. The peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15-minute volumes. Customary practice for LOS analysis is to use a peak 15-minute rate of flow. However, flow rates are typically expressed in vehicles per hour. The PHF is the relationship between the peak 15-minute flow rate and the full hourly volume (e.g., PHF = [Hourly Volume] / [4 x Peak 15- minute Flow Rate]). The use of a 15-minute PHF produces a more detailed analysis as compared to analyzing vehicles per hour. Existing PHFs have been used for all analysis scenarios. Per the HCM, PHF values over 0.95 often are indicative of high traffic volumes with capacity constraints on peak hour flows while lower PHF values are indicative of greater variability of flow during the peak hour. (4) Description Average Control Delay (Seconds), V/C ≤ 1.0 Level of Service, V/C ≤ 1.01 Operations with very low delay occurring with favorable progression and/or short cycle length.0 to 10.00 A Operations with low delay occurring with good progression and/or short cycle lengths.10.01 to 20.00 B Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear. 20.01 to 35.00 C Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable. 35.01 to 55.00 D Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay. 55.01 to 80.00 E Operation with delays unacceptable to most drivers occurring due to over saturation, poor progression, or very long cycle lengths. 80.01 and up F Source: HCM, 6th Edition 1 If V/C is greater than 1.0 then LOS is F per HCM. Beech Logistics Center Traffic Analysis 14726-05 TA Report 17 2.2.2 UNSIGNALIZED INTERSECTIONS The City of Fontana requires the operations of unsignalized intersections be evaluated using the methodology described in the HCM. (4) The LOS rating is based on the weighted average control delay expressed in seconds per vehicle (see Table 2-2). At two-way or side-street stop-controlled intersections, LOS is calculated for each controlled movement and for the left turn movement from the major street, as well as for the intersection as a whole. For approaches composed of a single lane, the delay is computed as the average of all movements in that lane. Delay for the intersection is reported for the worst individual movement at a two-way stop-controlled intersection. For all-way stop controlled intersections, LOS is computed for the intersection as a whole (average delay). TABLE 2-2: UNSIGNALIZED INTERSECTION LOS THRESHOLDS 2.3 TRAFFIC SIGNAL WARRANT ANALYSIS METHODOLOGY The term "signal warrants" refers to the list of established criteria used by the California Department of Transportation (Caltrans) and other public agencies to quantitatively justify or determine the potential need for installation of a traffic signal at an otherwise unsignalized intersection. This TA uses the signal warrant criteria presented in the latest edition of the Caltrans California Manual on Uniform Traffic Control Devices (CA MUTCD). (5) The signal warrant criteria for Existing study area intersections are based upon several factors, including volume of vehicular and pedestrian traffic, frequency of accidents, and location of school areas. The CA MUTCD indicates that the installation of a traffic signal should be considered if one or more of the signal warrants are met. (5) Specifically, this TA utilizes the Peak Hour Volume-based Warrant 3 as the appropriate representative traffic signal warrant analysis for existing traffic conditions and for all future analysis scenarios for existing unsignalized intersections. Warrant 3 is appropriate to use for this TA because it provides specialized warrant criteria for intersections with rural characteristics. For the purposes of this study, the speed limit was the basis for determining whether Urban or Rural warrants were used for a given intersection. Urban warrants have been used as posted speed limits on the major roadways with unsignalized intersections are 40 miles per hour or below and rural warrants for speeds greater than 40 miles per hour on the major roadway. Description Average Control Delay (Seconds), V/C ≤ 1.0 Level of Service, V/C ≤ 1.01 Little or no delays.0 to 10.00 A Short traffic delays.10.01 to 15.00 B Average traffic delays.15.01 to 25.00 C Long traffic delays.25.01 to 35.00 D Very long traffic delays.35.01 to 50.00 E Extreme traffic delays with intersection capacity exceeded.> 50.00 F Source: HCM, 6th Edition 1 If V/C is greater than 1.0 then LOS is F per HCM. Beech Logistics Center Traffic Analysis 14726-05 TA Report 18 Future intersections that do not currently exist have been assessed regarding the potential need for new traffic signals based on future ADT volumes, using the Caltrans planning level ADT-based signal warrant analysis worksheets. Similarly, the speed limit has been used as the basis for determining the use of Urban and Rural warrants. Traffic signal warrant analyses were performed for the following study area intersection shown in Table 2-3: TABLE 2-3: TRAFFIC SIGNAL WARRANT ANALYSIS LOCATIONS The Existing conditions traffic signal warrant analysis is presented in the subsequent section, Section 3 Area Conditions of this report. The traffic signal warrant analyses for future conditions are presented in Section 5 EAP (2024) Traffic Conditions and Section 6 O p e n in g Ye a r Cumulative (2024) Traffic Conditions of this report. It is important to note that a signal warrant defines the minimum condition under which the installation of a traffic signal might be warranted. Meeting this threshold condition does not require that a traffic control signal be installed at a particular location, but rather, that other traffic factors and conditions be evaluated in order to determine whether the signal is truly justified. It should also be noted that signal warrants do not necessarily correlate with LOS. An intersection may satisfy a signal warrant condition and operate at or above acceptable LOS or operate below acceptable LOS and not meet a signal warrant. 2.4 MINIMUM ACCEPTABLE LEVELS OF SERVICE (LOS) Minimum Acceptable LOS and associated definitions of intersection deficiencies has been obtained from each of the applicable surrounding jurisdictions. 2.4.1 CITY OF FONTANA The City’s General Plan recommends a LOS standard of LOS C. Intersections which are forecast to operate at unsatisfactory conditions (i.e., at LOS worse than LOS C for city intersections) shall be identified as cumulatively deficient intersections. Therefore, any intersection operating at LOS D, E, or F will be considered deficient for the purposes of this analysis. (1) 2.5 DEFICIENCY CRITERIA This section outlines the methodology used in this analysis related to identifying circulation system deficiencies. For the intersections that lie within the City of Fontana, determination of direct project- related deficiencies will be based on a comparison of without and with project levels of service for each analysis year. A project-related deficiency occurs if project traffic increases the average delay at an intersection by more than the thresholds identified in Table 2-4. The thresholds for LOS A, B, and C do not apply to projects consistent with the General Plan. #Intersection 4 Beech Av. & Driveway 1 5 Beech Av. & Driveway 2 6 Beech Av. & Foothill Bl. (SR-66) Beech Logistics Center Traffic Analysis 14726-05 TA Report 19 TABLE 2-4: THRESHOLDS OF SIGNIFICANT IMPACT Cumulative traffic impacts are deficiencies that are not directly caused by the Project but occur as a result of regional growth combined with that or other nearby cumulative development projects. Cumulative traffic deficiencies utilize the same thresholds as shown in Table 2-4. The Project’s contribution to a particular cumulative transportation deficiency is deemed cumulatively considerable if the Project adds traffic to the forecasted deficiency (per Table 2-4). A Project’s contribution to a cumulatively considerable deficiency can be reduced if the Project is required to implement or fund its fair share of improvements designed to alleviate the potential cumulative deficiency. If full funding of future cumulative improvements is not reasonably assured, a temporary unmitigated cumulative deficiency may occur until the needed improvement is fully funded and constructed. 2.6 PROJECT FAIR SHARE CALCULATION METHODOLOGY Improvements found to be included in the local or regional pre-existing fee program will be identified as such. For improvements that do not appear to be in a pre-existing fee program, a fair share contribution based on the project’s proportional share may be imposed in order to address the Project’s share of deficiencies in lieu of construction. It should be noted that fair share calculations are for informational purposes only and the City Traffic Engineer will determine the appropriate improvements to be implemented by a project (to be identified in the conditions of approval). The Project’s fair share contribution is determined based on the following equations, which are the ratio of Project traffic to net new traffic (where net new traffic is the future traffic less existing traffic): Project Fair Share % = Project Traffic / (2024 With Project Total Traffic – Existing Traffic) Beech Logistics Center Traffic Analysis 14726-05 TA Report 20 This Page Intentionally Left Blank Beech Logistics Center Traffic Analysis 14726-05 TA Report 21 3 AREA CONDITIONS This section provides a summary of the existing circulation network, the City of Fontana General Plan Circulation Network, and a review of existing peak hour intersection operations and traffic signal warrant analyses. 3.1 EXISTING CIRCULATION NETWORK Pursuant to the scoping agreement with City of Fontana staff (Appendix 1.1), the study area includes a total of 10 existing and future intersections as shown previously on Exhibit 1-3. Exhibit 3-1 illustrates the study area intersections located near the proposed Project and identifies the number of through traffic lanes for existing roadways and intersection traffic controls. 3.2 GENERAL PLAN CIRCULATION ELEMENTS Exhibit 3-2 shows the City of Fontana General Plan Circulation Element. The City of Fontana General Plan does not include roadway cross-sections in its General Plan. Major Highways are four-to-six-lane divided roadways (typically divided by a raised median or painted two-way turn-lane). These roadways serve both regional through-traffic and inter-city traffic and typically direct traffic onto and off-of the freeways. The following study area roadways within the City of Fontana are classified as a Major Highway: • Cherry Avenue (Modified Major Highway) • Foothill Boulevard (SR-66) (Modified Major Highway) Primary Highways are four-lane divided roadways (typically divided by a raised median or painted two-way turn-lane). These roadways typically connect Major Highways. The following study area roadway within the City of Fontana is classified as a Primary Highway: • Beech Avenue Secondary Highways are four-lane divided roadways. These roadways serve local traffic and are typically used to carry traffic along the perimeters of large developments. The following study area roadway within the City of Fontana is classified as Secondary Highways: • Tokay Avenue (Modified Secondary Highway), north of Foothill Boulevard (SR-66) • Citrus Avenue (Modified Secondary Highway south of Foothill Boulevard) Collector Streets are two-lane streets, providing one lane in each direction. The following study area roadways within the study area are classified as a Collector Street: • Redwood Avenue (Industrial Collector north of Foothill Boulevard) • Hemlock Avenue (Industrial Collector north of Foothill Boulevard) • Sultana Avenue • Almeria Avenue • Tokay Avenue, south of Foothill Boulevard (SR-66) Beech Logistics Center Traffic Analysis 14726-05 TA Report 22 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS Beech Logistics Center Traffic Analysis 14726-05 TA Report 23 EXHIBIT 3-2: CITY OF FONTANA HIERARCHY OF STREETS Beech Logistics Center Traffic Analysis 14726-05 TA Report 24 3.3 BICYCLE & PEDESTRIAN FACILITIES The City of Fontana bike facilities are shown on Exhibit 3-3. Cherry Avenue, Citrus Avenue, Foothill Boulevard (SR-66), and Beech Avenue are proposed as Class II bike facilities (striped, on-street bike lanes). A portion of Foothill Boulevard (SR-66) west of Hemlock Avenue are currently stiped with Class II bike lanes. The Pacific Electric Trail is an existing Class I facility (off-road) and runs along the northern boundary of the site. Existing pedestrian facilities are shown on Exhibit 3-4. As shown on Exhibit 3-4, there are existing pedestrian facilities mostly to the western portion of the study area and the Project will implement pedestrian improvements along its frontage and down Beech Avenue to connect to these existing facilities. 3.4 TRANSIT SERVICE The study area is currently served by Omnitrans Transit Agency with bus services along Foothill Boulevard (SR-66) and Citrus Avenue. Route 66 is the closest route that provides service along Foothill Boulevard (SR-66), south of the Project with stops located at the intersection of Beech Avenue and Foothill Boulevard (SR-66) approximately 650-feet south of the site. Omnitrans Route 66 provides bus service during the weekdays every 20 minutes during the peak hours and 30 minutes during the off- peak hours. Omnitrans Route 10 runs along Citrus Avenue to the east. The transit services are illustrated on Exhibit 3-5. Transit service is reviewed and updated by Omnitrans periodically to address ridership, budget, and community demand needs. Changes in land use can affect these periodic adjustments which may lead to either enhanced or reduced service where appropriate. 3.5 EXISTING TRAFFIC COUNTS The intersection LOS analysis is based on the traffic volumes observed during the peak hour conditions using traffic count data collected in January, May, and June 2022. The following peak hours were selected for analysis: • Weekday AM Peak Hour (peak hour between 7:00 AM and 9:00 AM) • Weekday PM Peak Hour (peak hour between 4:00 PM and 6:00 PM) The raw manual peak hour turning movement traffic count data sheets are included in Appendix 3.1. The traffic counts include the following vehicle classifications: Passenger Cars, 2-Axle Trucks, 3-Axle Trucks, and 4 or More Axle Trucks. To represent the effects large trucks, buses and recreational vehicles have on traffic flow; all trucks were converted into Passenger Car Equivalent (PCE). By their size alone, these vehicles occupy the same space as two or more passenger cars. In addition, the time it takes for them to accelerate and slow-down is much longer than for passenger cars and varies depending on the type of vehicle and number of axles. For the purpose of this analysis, a PCE factor of 2.0 has been applied to 2-axle trucks, 2.5 for 3-axle trucks, and 3.0 for 4+-axle trucks to estimate each turning movement. These factors are consistent with the values recommended for use in the City’s Traffic Study Guidelines. Existing ADT volumes are based upon factored intersection peak hour counts collected by Urban Crossroads, Inc. using the following formula for each intersection leg (see Exhibit 3-6): Weekday PM Peak Hour (Approach Volume + Exit Volume) x 13.05 = Leg Volume Beech Logistics Center Traffic Analysis 14726-05 TA Report 25 EXHIBIT 3-3: CITY OF FONTANA BICYCLE FACILITIES Beech Logistics Center Traffic Analysis 14726-05 TA Report 26 EXHIBIT 3-4: EXISTING PEDESTRIAN FACILITIES Beech Logistics Center Traffic Analysis 14726-05 TA Report 27 EXHIBIT 3-5: EXISTING TRANSIT ROUTES Beech Logistics Center Traffic Analysis 14726-05 TA Report 28 EXHIBIT 3-6: EXISTING (2022) TRAFFIC VOLUMES (ACTUAL VEHICLES) Beech Logistics Center Traffic Analysis 14726-05 TA Report 29 A comparison of the PM peak hour and daily traffic volumes of various roadway segments within the study area indicated that the peak-to-daily relationship is approximately 7.67 percent. As such, the above equation utilizing a factor of 13.05 estimates the ADT volumes on the study area roadway segments assuming a peak-to-daily relationship of approximately 7.67 percent (i.e., 1/0.0767 = 13.05) and was assumed to sufficiently estimate ADT volumes for planning-level analyses. Existing weekday AM and weekday PM peak hour intersection volumes are shown on Exhibit 3-6. Note volumes shown on exhibits are represented in actual vehicles. The PCE volumes used for the peak hour operations analyses can be found in Appendix 3.1. 3.6 EXISTING (2022) INTERSECTION OPERATIONS ANALYSIS Existing peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2.2 Intersection Capacity Analysis of this report. The intersection operations analysis results are summarized in Table 3-1 which indicates that all study area intersections are currently operating at an acceptable LOS during the peak hour, with the exception of the following intersections: • Beech Av. & Foothill Bl. (SR-66) (#6) – LOS D AM peak hour; LOS F PM peak hour • Citrus Av. & Foothill Bl. (SR-66) (#10) – LOS D AM and PM peak hours The intersection operations analysis worksheets are included in Appendix 3.2 of this TA. TABLE 3-1: INTERSECTION ANALYSIS FOR EXISTING (2022) CONDITIONS Level of Traffic Service #Intersection Control2 AM PM AM PM 1 Cherry Av. & Foothill Bl. (SR-66)TS 33.1 32.4 C C 2 Redwood Av. & Foothill Bl. (SR-66)TS 11.2 11.3 B B 3 Hemlock Av. & Foothill Bl. (SR-66)TS 11.3 12.7 B B 4 Beech Av. & Driveway 1 5 Beech Av. & Driveway 2 6 Beech Av. & Foothill Bl. (SR-66)CSS 30.4 56.9 D F 7 Sultana Av. & Foothill Bl. (SR-66)TS 23.3 15.2 C B 8 Almeria Av. & Foothill Bl. (SR-66)TS 11.1 11.2 B B 9 Tokay Av. & Foothill Bl. (SR-66)TS 9.9 12.1 A B 10 Citrus Av. & Foothill Bl. (SR-66)TS 49.2 46.7 D D * 1 2 TS = Traffic Signal; CSS = Cross-street Stop Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. HCM delay reported Delay1 (secs.) BOLD = Level of Service (LOS) does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). Future Intersection Future Intersection Beech Logistics Center Traffic Analysis 14726-05 TA Report 30 3.7 EXISTING (2022) TRAFFIC SIGNAL WARRANTS ANALYSIS Traffic signal warrants for Existing traffic conditions are based on existing peak hour intersection turning volumes. The intersection of Beech Avenue at Foothill Boulevard (SR-66) currently warrants a traffic signal under Existing traffic conditions. Existing conditions traffic signal warrant analysis worksheets are provided in Appendix 3.3. Beech Logistics Center Traffic Analysis 14726-05 TA Report 31 4 PROJECTED FUTURE TRAFFIC This section presents the traffic volumes estimated to be generated by the Project, as well as the Project’s trip assignment onto the study area roadway network. The Project is to consist of the development of a single 168,760 square foot warehouse building. It is anticipated to have an Opening Year of 2024. Access to the Project site will be provided to Beech Avenue via two driveways (both will allow for full access). Regional access to the Project site is available from the I-10 Freeway via Citrus Avenue or Cherry Avenue. 4.1 PROJECT TRIP GENERATION Trip generation represents the amount of traffic which is both attracted to and produced by a development. Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic that is expected to be both attracted to and produced by the specific land uses being proposed for a given development. In order to develop the traffic characteristics of the proposed Project, trip-generation statistics published in the ITE Trip Generation Manual (11th Edition, 2021) was used to estimate the trip generation. For purposes of this analysis, the Project trip generation has been evaluated assuming 25 percent of the building square footage as general light industrial use and the remaining 75 percent of the building square footage as general warehousing use. The mix of general light industrial and warehousing use would generate more trips (and therefore a conservative analysis) as compared to the proposed 168,760 square foot warehouse (100 percent warehousing use). The following land use codes and vehicle mixes have been utilized for the Project: • ITE land use code 110 (General Light Industrial) has been used to derive site specific trip generation estimates for up to 42,190 square feet of the proposed Project. A light industrial facility is a free-standing facility devoted to a single use that has an emphasis on activities other than manufacturing. Typically, there is minimum office space. The vehicle mix has been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 16.7%; 3-Axle = 20.7%; 4+-Axle = 62.6%. • ITE land use code 150 (Warehousing) has been used to derive site specific trip generation estimates for up to 126,569 square feet. A warehouse is primarily devoted to the storage of materials but may also include office and maintenance areas. The vehicle mix has been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 16.7%; 3-Axle = 20.7%; 4+-Axle = 62.6%. Refinements to the raw trip generation estimates have been made to provide a more detailed breakdown of trips between passenger cars and trucks. Trip generation for heavy trucks was further broken down by truck type (or axle type). The total truck percentage is comprised of 3 different truck types: 2-axle, 3-axle, and 4+-axle trucks. PCE factors were applied to the trip generation rates for heavy trucks (large 2-axles, 3-axles, 4+-axles). PCEs allow the typical “real-world” mix of vehicle types to be represented as a single, standardized unit, such as the passenger car, to be used for the purposes of capacity and level of service analyses. The PCE factors are consistent with the recommended PCE factors in City’s Guidelines. Beech Logistics Center Traffic Analysis 14726-05 TA Report 32 The Project trip generation rates are provided in Table 4-1. Trip generation summary for the Project in actual vehicles is shown in Table 4-2. As shown in Table 4-2, the Project is anticipated to generate a total of 426 two-way trips per day with 52 AM peak hour trips and 48 PM peak hour trips (actual vehicles). The trip generation summary for the Project in PCE is shown in Table 4-3. For the purposes of the peak hour intersection operations analyses, the PCE trip generation has been utilized. TABLE 4-1: PROJECT TRIP GENERATION RATES ITE LU AM Peak Hour PM Peak Hour Land Use1 Units2 Code In Out Total In Out Total Actual Vehicle Trip Generation Rates General Light Industrial3 TSF 110 0.651 0.089 0.740 0.091 0.559 0.650 4.870 Passenger Cars 0.645 0.085 0.730 0.086 0.554 0.640 4.620 2-Axle Trucks 0.001 0.001 0.002 0.001 0.001 0.002 0.042 3-Axle Trucks 0.001 0.001 0.002 0.001 0.001 0.002 0.052 4+-Axle Trucks 0.004 0.002 0.006 0.003 0.003 0.006 0.157 Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks 0.002 0.001 0.003 0.003 0.002 0.005 0.100 3-Axle Trucks 0.002 0.002 0.004 0.003 0.003 0.006 0.124 4+-Axle Trucks 0.007 0.006 0.013 0.010 0.009 0.019 0.376 Passenger Car Equivalent (PCE) Trip Generation General Light Industrial3 TSF 110 0.651 0.089 0.740 0.091 0.559 0.650 4.870 Passenger Cars 0.645 0.085 0.730 0.086 0.554 0.640 4.620 2-Axle Trucks (PCE = 2.0)0.002 0.001 0.003 0.002 0.001 0.003 0.084 3-Axle Trucks (PCE = 2.5)0.003 0.003 0.005 0.003 0.003 0.005 0.129 4+-Axle Trucks (PCE = 3.0)0.012 0.007 0.019 0.009 0.010 0.019 0.470 Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks (PCE = 2.0)0.004 0.003 0.007 0.006 0.004 0.010 0.150 3-Axle Trucks (PCE = 2.5)0.005 0.005 0.010 0.008 0.008 0.016 0.248 4+-Axle Trucks (PCE = 3.0)0.021 0.017 0.038 0.030 0.026 0.056 1.127 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet 3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type. Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks. Daily Beech Logistics Center Traffic Analysis 14726-05 TA Report 33 TABLE 4-2: PROJECT TRIP GENERATION SUMMARY (ACTUAL VEHICLES) Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles: General Light Industrial 42.190 TSF Passenger Cars: 27 4 31 4 23 27 196 2-axle Trucks: 0 0 0 0 0 0 2 3-axle Trucks: 0 0 0 0 0 0 2 4+-axle Trucks: 0 0 0 0 0 0 8 Total Truck Trips (Actual Vehicles):0 0 0 0 0 0 12 Total Trips (Actual Vehicles)2 27 4 31 4 23 27 208 Warehousing 126.570 TSF Passenger Cars: 15 4 19 4 15 19 140 2-axle Trucks: 0 0 0 0 0 0 14 3-axle Trucks: 0 0 0 0 0 0 16 4+-axle Trucks: 1 1 2 1 1 2 48 Total Truck Trips (Actual Vehicles):1 1 2 1 1 2 78 Total Trips (Actual Vehicles)2 16 5 21 5 16 21 218 Passenger Cars 42 8 50 8 38 46 336 Trucks 1 1 2 1 1 2 90 Total Trips (Actual Vehicles)2 43 9 52 9 39 48 426 1 TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour Beech Logistics Center Traffic Analysis 14726-05 TA Report 34 TABLE 4-3: PROJECT TRIP GENERATION SUMMARY (PCE) Land Use Quantity Units1 In Out Total In Out Total Daily Passenger Car Equivalent (PCE): General Light Industrial 42.190 TSF Passenger Cars: 27 4 31 4 23 27 196 2-axle Trucks: 0 0 0 0 0 0 4 3-axle Trucks: 0 0 0 0 0 0 6 4+-axle Trucks: 1 0 1 0 0 0 20 Total Truck Trips (PCE):1 0 1 0 0 0 30 Total Trips (PCE)2 28 4 32 4 23 27 226 Warehousing 126.570 TSF Passenger Cars: 15 4 19 4 15 19 140 2-axle Trucks: 1 0 1 1 1 2 20 3-axle Trucks: 1 1 2 1 1 2 32 4+-axle Trucks: 3 2 5 4 3 7 144 Total Truck Trips (PCE):5 3 8 6 5 11 196 Total Trips (PCE)2 20 7 27 10 20 30 336 Passenger Cars 42 8 50 8 38 46 336 Trucks 6 3 9 6 5 11 226 Total Trips (PCE)2 48 11 59 14 43 57 562 1 TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour Beech Logistics Center Traffic Analysis 14726-05 TA Report 35 4.2 PROJECT TRIP DISTRIBUTION The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. Trip distribution is the process of identifying the probable destinations, directions or traffic routes that will be utilized by Project traffic. The potential interaction between the planned land uses and surrounding regional access routes are considered, to identify the route where the Project traffic would distribute. Separate distributions have been developed for passenger cars and trucks. Exhibits 4-1 and 4-2 illustrate the passenger car and truck trip distribution patterns through the study area intersections, respectively. Truck distribution patterns will be based on City truck routes, proximity to the freeway system, and the Project Applicant’s input on percentage of traffic oriented to the Port of Long Beach or other destination. As such, Project truck traffic is directed to Cherry Avenue and Citrus Avenue to the I-210 Freeway to the north, I-10 Freeway to the south, and I-15 Freeway to the west via City truck routes. 4.3 MODAL SPLIT The potential for Project trips (non-truck) to be reduced by the use of public transit, walking or bicycling have not been included as part of the Project’s estimated trip generation. Essentially, the Project’s traffic projections are "conservative" in that these alternative travel modes would reduce the forecasted traffic volumes. 4.4 PROJECT TRIP ASSIGNMENT The assignment of traffic from the Project area to the adjoining roadway system is based upon the Project trip generation, trip distribution, and the arterial highway and local street system improvements that would be in place by the time of initial occupancy of the Project. Based on the identified Project traffic generation and trip distribution patterns, Project ADT and weekday peak hour intersection turning movement volumes are shown on Exhibit 4-3 in actual vehicles. For the purposes of the peak hour intersection operations analyses, the PCE volumes have been utilized for the proposed Project. 4.5 BACKGROUND TRAFFIC Future year traffic forecasts have been based upon background (ambient) growth at 2.0 percent per year, compounded annually, for 2024 traffic conditions, consistent with other recent studies performed in the area. The total ambient growth is 4.04 percent for 2024 traffic conditions (compounded growth of 2.0 percent per year over 2 years or 1.022 years). The ambient growth factor is intended to approximate regional traffic growth. This ambient growth rate is added to existing traffic volumes to account for area-wide growth not reflected by cumulative development projects. Ambient growth has been added to daily and peak hour traffic volumes on surrounding roadways, in addition to traffic generated by the development of future projects that have been approved but not yet built and/or for which development applications have been filed and are under consideration by governing agencies. Opening Year Cumulative (2024) traffic volumes are provided in Sections 6 of this TA. The traffic generated by the proposed Project was then manually added to the base volume to determine Opening Year Cumulative “With Project” forecasts. Beech Logistics Center Traffic Analysis 14726-05 TA Report 36 EXHIBIT 4-1: PROJECT (PASSENGER CAR) TRIP DISTRIBUTION EXHIBIT 4-2: PROJECT (TRUCKS) TRIP DISTRIBUTION Beech Logistics Center Traffic Analysis 14726-05 TA Report 37 EXHIBIT 4-3: PROJECT ONLY TRAFFIC VOLUMES (ACTUAL VEHICLES) Beech Logistics Center Traffic Analysis 14726-05 TA Report 38 4.6 CUMULATIVE DEVELOPMENT TRAFFIC A cumulative project list was developed for the purposes of this analysis through consultation with planning and engineering staff from the City of Fontana. The cumulative projects listed are those that would generate traffic and would contribute traffic to study area intersections. Exhibit 4-4 illustrates the cumulative development location map. A summary of cumulative development projects and their proposed land uses are shown in Table 4-4. If applicable, the traffic generated by individual cumulative projects was manually added to the Opening Year Cumulative forecasts to ensure that traffic generated by the listed cumulative development projects in Table 4-4 are reflected as part of the background traffic. In an effort to conduct a conservative analysis, the cumulative projects are added in conjunction with the ambient growth identified in Section 4.5 Background Traffic. Cumulative ADT and peak hour intersection turning movement volumes are shown on Exhibit 4-5 in actual vehicles. 4.7 NEAR-TERM TRAFFIC CONDITIONS The “buildup” approach combines existing traffic counts with a background ambient growth factor to forecast the near-term Opening Year Cumulative (2024) traffic conditions. An ambient growth factor of 2.0 percent per year, compounded annually, accounts for background (area-wide) traffic increases that occur over time up to the year 2024 from the year 2022. Traffic volumes generated by cumulative development projects are then added to assess the Opening Year Cumulative (2024) traffic conditions. Lastly, Project traffic is added to assess “With Project” traffic conditions. The 2024 roadway network are similar to the existing conditions roadway network with the exception of future roadways and intersections proposed to be developed by the Project. The near-term traffic analysis includes the following traffic conditions, with the various traffic components: • Opening Year Cumulative (2024) Without Project o Existing 2022 volumes o Ambient growth traffic (4.04%) o Cumulative Development Traffic • Opening Year Cumulative (2024) With Project o Existing 2022 volumes o Ambient growth traffic (4.04%) o Cumulative Development Traffic o Project Traffic Beech Logistics Center Traffic Analysis 14726-05 TA Report 39 EXHIBIT 4-4: CUMULATIVE DEVELOPMENT LOCATION MAP Beech Logistics Center Traffic Analysis 14726-05 TA Report 40 EXHIBIT 4-5: CUMULATIVE ONLY TRAFFIC VOLUMES (ACTUAL VEHICLES) Beech Logistics Center Traffic Analysis 14726-05 TA Report 41 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY TAZ Land Use 1 Fontana Calabash Townhomes Multifamily Residential 50 DU 2 Serena Village East Multifamily Multifamily Residential 22 DU 3 Banana North Apartments Multifamily Residential 24 DU 4 Fontana Business Center Warehousing 23.560 TSF 5 Courtyard at Cherry Fast-Food Restaurant with Drive-Thru 4.000 TSF 6 Hilton Drive Warehouse Warehousing 75.000 TSF 7 Hilton Logistics Center Warehousing 76.809 TSF Multifamily Residential 345 DU Commercial Retail 1.500 TSF 9 15074 Foothill Boulevard Commercial Retail 118.000 TSF 10 Happy Senior Apartments Senior Living - Attached 78 DU 11 Lime Avenue Development Single Family Detached Residential 18 DU 12 Almeria Villages Multifamily Residential 76 DU 13 Foothill and Tokay Multifamily Multifamily Residential 400 DU 14 Miller Villas Single Family Detached Residential 11 DU 15 Inspiration Village Multifamily Residential 30 DU 16 Cypress Multifamily Multifamily Residential 106 DU 1 TSF = Thousand Square Feet; DU = Dwelling Units Quantity 1 Alta Fontana8 Beech Logistics Center Traffic Analysis 14726-05 TA Report 42 This page intentionally left blank Beech Logistics Center Traffic Analysis 14726-05 TA Report 43 5 EAP (2024) TRAFFIC CONDITIONS This section discusses the traffic forecasts for EAP (2024) conditions and the resulting intersection operations and traffic signal warrant analyses. 5.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for EAP (2024) conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following: • Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for EAP conditions only (e.g., intersection and roadway improvements at the Project’s frontage and driveways). This includes the extension of Beech Avenue between the proposed Project and Foothill Boulevard (SR-66). 5.2 EAP (2024) TRAFFIC VOLUME FORECASTS This scenario includes Existing (2022) traffic volumes plus an ambient growth factor of 4.04% and the addition of Project traffic. The weekday ADT volumes and peak hour volumes which can be expected for EAP (2024) traffic conditions are shown on Exhibit 5-1. 5.3 INTERSECTION OPERATIONS ANALYSIS EAP (2024) peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TA. The intersection analysis results are summarized on Table 5-1 for EAP traffic conditions, which indicate the following study area intersection is anticipated to operate at an unacceptable LOS with the addition of Project traffic under EAP traffic conditions: • Cherry Av. & Foothill Bl. (SR-66) (#1) – LOS D AM and PM peak hours • Beech Av. & Foothill Bl. (SR-66) (#6) – LOS F AM and PM peak hours • Citrus Av. & Foothill Bl. (SR-66) (#10) – LOS E AM peak hour; LOS D PM peak hour The intersection operations analysis worksheets for EAP traffic conditions are included in Appendix 5.1 of this TA. Beech Logistics Center Traffic Analysis 14726-05 TA Report 44 EXHIBIT 5-1: EAP (2024) TRAFFIC VOLUMES Beech Logistics Center Traffic Analysis 14726-05 TA Report 45 TABLE 5-1: INTERSECTION ANALYSIS FOR EAP (2024) CONDITIONS 5.4 TRAFFIC SIGNAL WARRANTS ANALYSIS The traffic signal warrant analysis for EAP (2024) traffic conditions are based on the planning level ADT and peak hour volume-based traffic signal warrants. There are no additional study area intersections anticipated to planning level (ADT) or peak hour warrants under EAP traffic conditions (see Appendix 5.2) in addition to the location warranted under Existing traffic conditions. 5.5 PROJECT DEFICIENCIES AND RECOMMENDED IMPROVEMENTS This section provides a summary of Project deficiencies and recommended improvements. Based on the City of Fontana deficiency criteria discussed in Section 2.5 Deficiency Criteria, roadway intersections were found to be deficient. Improvements necessary to improve project-related traffic deficiencies are shown in Table 5-2. The addition of Project traffic at the intersection of Cherry Avenue and Foothill Boulevard (SR-66) is anticipated to result in an increase of less than 8.0 seconds, which is the threshold for intersections operating at LOS C under pre-project conditions. As such, improvements have only been recommended at Beech Avenue at Foothill Boulevard (SR-66) and Citrus Avenue at Foothill Boulevard (SR-66). Table 5-2 indicates the physical improvements needed to address LOS deficiencies at each of the study area intersections under EAP (2024) traffic conditions. The improvements have been identified to improve the EAP (2024) deficiencies back to acceptable levels. Intersection analysis worksheets for EAP (2024) traffic conditions, with improvements, are provided in Appendix 5.3. Level of Level of Service Service AM PM AM PM AM PM AM PM AM PM 1 Cherry Av. & Foothill Bl. (SR-66)TS 33.1 32.4 C C 35.6 35.1 D D 2.5 2.7 2 Redwood Av. & Foothill Bl. (SR-66 TS 11.2 11.3 B B 11.4 11.5 B B -- -- 3 Hemlock Av. & Foothill Bl. (SR-66)TS 11.3 12.7 B B 12.2 13.2 B B -- -- 4 Beech Av. & Driveway 1 CSS 8.3 8.3 A A -- -- 5 Beech Av. & Driveway 2 CSS 8.3 8.5 A A -- -- 6 Beech Av. & Foothill Bl. (SR-66)CSS 30.4 56.9 D F 73.1 121.5 F F 42.7 64.6 7 Sultana Av. & Foothill Bl. (SR-66)TS 23.3 15.2 C B 27.9 15.9 C B -- -- 8 Almeria Av. & Foothill Bl. (SR-66)TS 11.1 11.2 B B 11.4 11.5 B B -- -- 9 Tokay Av. & Foothill Bl. (SR-66)TS 9.9 12.1 A B 10.0 12.3 A B -- -- 10 Citrus Av. & Foothill Bl. (SR-66)TS 49.2 46.7 D D 57.7 53.6 E D 8.5 6.9 *BOLD = Level of Service (LOS) does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 TS = Traffic Signal; CSS = Cross-street Stop; CSS = Improvement #Intersection Traffic Control2 Existing (2022)EAP (2024) Delay1 Delay1 (secs.)(secs.) Future Intersection Future Intersection Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. HCM delay reported in seconds. Project-Related Increase in Delay Beech Logistics Center Traffic Analysis 14726-05 TA Report 46 TABLE 5-2: INTERSECTION ANALYSIS FOR EAP (2024) CONDITIONS WITH IMPROVEMENTS Traffic Control 3 L T R L T R L T R L T R AM PM AM PM 6 Beech Av. & Foothill Bl. (SR-66) Without Improvements CSS 0 1 0 0 1 0 1 2 0 1 2 0 73.1 121.5 F F With Improvements TS 0 1 0 0 1 0 1 2 0 1 2 0 15.3 16.0 B B 10 Citrus Av. & Foothill Bl. (SR-66) Without Improvements TS 1 2 0 1 2 0 1 2 1 1 2 1 57.7 53.6 E D With Improvements TS 1 2 0 1 2 0 1 2 1 2 2 0 36.0 38.0 D D *BOLD = Level of Service (LOS) does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 TS = Traffic Signal; CSS = Cross-street Stop; CSS = Improvement When a right turn is designated, the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L = Left; T = Through; R = Right; 1 = Improvement Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. Intersection Approach Lanes 1 Delay2 Level of Northbound Southbound Eastbound Westbound (secs.)Service Beech Logistics Center Traffic Analysis 14726-05 TA Report 47 6 OPENING YEAR CUMULATIVE (2024) TRAFFIC CONDITIONS This section discusses the methods used to develop Opening Year Cumulative (2024) Without and With Project traffic forecasts, and the resulting intersection operations and traffic signal warrant analyses. 6.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for Opening Year Cumulative (2024) traffic conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following: • Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for Opening Year Cumulative conditions only (e.g., intersection and roadway improvements along the Project’s frontage and driveways). • Driveways and those facilities assumed to be constructed by cumulative developments to provide site access are also assumed to be in place for Opening Year Cumulative conditions only (e.g., intersection and roadway improvements along the cumulative development’s frontages and driveways). 6.2 OPENING YEAR CUMULATIVE (2024) WITHOUT PROJECT TRAFFIC VOLUME FORECASTS This scenario includes Existing traffic volumes plus an ambient growth factor of 4.04% plus traffic from pending and approved but not yet constructed known development projects in the area. The ADT and peak hour intersection turning movement volumes, in actual vehicles, which can be expected for Opening Year Cumulative (2024) Without Project conditions are shown on Exhibit 6-1. 6.3 OPENING YEAR CUMULATIVE (2024) WITH PROJECT TRAFFIC VOLUME FORECASTS This scenario includes Existing traffic volumes, an ambient growth factor of 4.04%, traffic from pending and approved but not yet constructed known development projects in the area and the addition of Project traffic. The ADT and peak hour intersection turning movement volumes, in actual vehicles, which can be expected for Opening Year Cumulative (2024) With Project traffic conditions are shown on Exhibit 6-2. Beech Logistics Center Traffic Analysis 14726-05 TA Report 48 EXHIBIT 6-1: OPENING YEAR CUMULATIVE (2024) WITHOUT PROJECT TRAFFIC VOLUMES (ACTUAL VEHICLES) Beech Logistics Center Traffic Analysis 14726-05 TA Report 49 EXHIBIT 6-2: OPENING YEAR CUMULATIVE (2024) WITH PROJECT TRAFFIC VOLUMES (ACTUAL VEHICLES) Beech Logistics Center Traffic Analysis 14726-05 TA Report 50 6.4 INTERSECTION OPERATIONS ANALYSIS 6.4.1 OPENING YEAR CUMULATIVE (2024) WITHOUT PROJECT TRAFFIC CONDITIONS Opening Year Cumulative (2024) peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2.2 Intersection Capacity Analysis of this report. The intersection analysis results are summarized in Table 6-1, which indicate that all of study area intersections are anticipated to continue to operate at an acceptable LOS during the peak hours under Opening Year Cumulative (2024) Without Project traffic conditions, with the exception of the following locations: • Cherry Av. & Foothill Bl. (SR-66) (#1) – LOS D AM and PM peak hours • Beech Av. & Foothill Bl. (SR-66) (#6) – LOS E AM peak hour; LOS F PM peak hour • Sultana Av. & Foothill Bl. (SR-66) (#7) – LOS D AM peak hour only • Citrus Av. & Foothill Bl. (SR-66) (#10) – LOS E AM and PM peak hours The intersection operations analysis worksheets for Opening Year Cumulative (2024) Without Project traffic conditions are included in Appendix 6.1. 6.4.2 OPENING YEAR CUMULATIVE (2024) WITH PROJECT TRAFFIC CONDITIONS As shown in Table 6-1, there are no additional study area intersections anticipated to operate at an unacceptable LOS with the addition of Project traffic under Opening Year Cumulative (2024) With Project traffic conditions. The intersection operations analysis worksheets for Opening Year Cumulative (2024) With Project traffic conditions are included in Appendix 6.2. TABLE 6-1: INTERSECTION ANALYSIS FOR OPENING YEAR CUMULATIVE (2024) CONDITIONS Level of Level of Service Service AM PM AM PM AM PM AM PM AM PM 1 Cherry Av. & Foothill Bl. (SR-66)TS 48.0 46.7 D D 48.8 47.2 D D 0.8 0.5 2 Redwood Av. & Foothill Bl. (SR-66 TS 15.5 16.6 B B 15.5 16.7 B B -- -- 3 Hemlock Av. & Foothill Bl. (SR-66)TS 15.5 14.9 B B 15.5 15.1 B B -- -- 4 Beech Av. & Driveway 1 CSS 8.3 8.3 A A -- -- 5 Beech Av. & Driveway 2 CSS 8.3 8.5 A A -- -- 6 Beech Av. & Foothill Bl. (SR-66)CSS 45.0 125.2 E F 118.1 212.0 F F 73.1 86.8 7 Sultana Av. & Foothill Bl. (SR-66)TS 36.2 17.4 D B 38.9 17.7 D B 2.7 -- 8 Almeria Av. & Foothill Bl. (SR-66)TS 11.7 12.2 B B 11.9 12.3 B B -- -- 9 Tokay Av. & Foothill Bl. (SR-66)TS 10.0 12.5 A B 10.0 12.5 A B -- -- 10 Citrus Av. & Foothill Bl. (SR-66)TS 67.8 70.6 E E 70.4 71.9 E E 2.6 1.3 *BOLD = Level of Service (LOS) does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 TS = Traffic Signal; CSS = Cross-street Stop; CSS = Improvement #Intersection Traffic Control2 2024 Without Project 2024 With Project Delay1 Delay1 (secs.)(secs.) Project-Related Increase in Delay Future Intersection Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. HCM delay reported in seconds. Future Intersection Beech Logistics Center Traffic Analysis 14726-05 TA Report 51 6.5 TRAFFIC SIGNAL WARRANTS ANALYSIS The traffic signal warrant analysis for Opening Year Cumulative (2024) traffic conditions are based on the planning level ADT and peak hour volume-based traffic signal warrants. There are no unsignalized intersections for Opening Year Cumulative (2024) traffic conditions that aren’t warranted in an earlier analysis scenario. As such, no traffic signal warrants have been prepared for Opening Year Cumulative (2024) Without Project traffic conditions. There are no additional study area intersections anticipated to planning level (ADT) or peak hour warrants under Opening Year Cumulative (2024) With Project traffic conditions (see Appendix 6.3) in addition to the location warranted under Existing traffic conditions. 6.6 DEFICIENCIES AND IMPROVEMENTS This section provides a summary of deficiencies, based on the City of Fontana’s deficiency criteria discussed in Section 2.5 Deficiency Criteria, and improvements needed to improve operations back to acceptable levels. Improvement strategies have been recommended at intersections that have been identified as deficient under Opening Year Cumulative (2024) traffic conditions in an effort to achieve pre-project LOS. The effectiveness of the recommended improvement strategies to address Opening Year Cumulative (2024) traffic deficiencies are presented in Table 6-2. The addition of Project traffic is anticipated increase the delays at Cherry Avenue at Foothill Boulevard (SR-66) and Sultana Avenue at Foothill Boulevard (SR-66) by less than 5 seconds which is below the City’s threshold. As such, improvements have only been recommended at Beech Avenue at Foothill Boulevard (SR-66) and Citrus Avenue at Foothill Boulevard (SR-66). Worksheets for Opening Year Cumulative (2024) conditions, with improvements, HCM calculation worksheets are provided in Appendix 6.4. TABLE 6-2: OPENING YEAR CUMULATIVE (2024) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WITH IMPROVEMENTS Traffic Control 3 L T R L T R L T R L T R AM PM AM PM 6 Beech Av. & Foothill Bl. (SR-66) Without Improvements CSS 0 1 0 0 1 0 1 2 0 1 2 0 118.1 212.0 F F With Improvements TS 0 1 0 0 1 0 1 2 0 1 2 0 17.0 17.2 B B 10 Citrus Av. & Foothill Bl. (SR-66) Without Improvements TS 1 2 0 1 2 0 1 2 1 1 2 1 70.4 71.9 E E With Improvements TS 1 2 0 1 2 0 1 2 1 2 2 0 44.7 50.7 D D *BOLD = Level of Service (LOS) does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 TS = Traffic Signal; CSS = Cross-street Stop; CSS = Improvement When a right turn is designated, the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L = Left; T = Through; R = Right; 1 = Improvement Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. Intersection Approach Lanes1 Delay2 Level of Northbound Southbound Eastbound Westbound (secs.)Service Beech Logistics Center Traffic Analysis 14726-05 TA Report 52 This page intentionally left blank Beech Logistics Center Traffic Analysis 14726-05 TA Report 53 7 LOCAL AND REGIONAL FUNDING MECHANISMS Transportation improvements within the City of Fontana are funded through a combination of direct project mitigation, development impact fee programs or fair share contributions, such as the City of Fontana DIF program. Identification and timing of needed improvements is generally determined through local jurisdictions based upon a variety of factors. 7.1 MEASURE “I” FUNDS In 2004, the voters of San Bernardino County approved the 30-year extension of Measure “I”, a one- half of one percent sales tax on retail transactions, through the year 2040, for transportation projects including, but not limited to, infrastructure improvements, commuter rail, public transit, and other identified improvements. The Measure “I” extension requires that a regional traffic impact fee be created to ensure development is paying its fair share. A regional Nexus study was prepared by SBCTA and concluded that each jurisdiction should include a regional fee component in their local programs in order to meet the Measure “I” requirement. The regional component assigns specific facilities and cost sharing formulas to each jurisdiction and was most recently updated in May 2018. Revenues collected through these programs are used in tandem with Measure “I” funds to deliver projects identified in the Nexus Study. While Measure “I” is a self-executing sales tax administered by SBCTA, it bears discussion here because the funds raised through Measure “I” have funded in the past and will continue to fund new transportation facilities in San Bernardino County, including within the City of Fontana. 7.2 CITY OF FONTANA DEVELOPMENT IMPACT FEE (DIF) The City of Fontana adopted the latest update to their DIF program in September 2021 (per Resolution No. 2021-094). Fees from new residential, commercial, and industrial development are collected to fund Measure “I” compliant regional facilities as well as local facilities. Under the City’s DIF program, the City may grant to developers a credit against specific components of fees when those developers construct certain facilities and landscaped medians identified in the list of improvements funded by the DIF program. After the City’s DIF fees are collected, they are placed in a separate restricted use account pursuant to the requirements of Government Code sections 66000 et seq. The timing to use the DIF fees is established through periodic capital improvement programs which are overseen by the City’s Engineering Department. Periodic traffic counts, review of traffic accidents, and a review of traffic trends throughout the City are also periodically performed by City staff and consultants. The City uses this data to determine the timing of the improvements listed in its facilities list. The City also uses this data to ensure that the improvements listed on the facilities list are constructed before the LOS falls below the LOS performance standards adopted by the City. In this way, the improvements are constructed before the LOS falls below the City’s LOS performance thresholds. The City’s DIF program establishes a timeline to fund, design, and build the improvements. Beech Logistics Center Traffic Analysis 14726-05 TA Report 54 7.3 FAIR SHARE CONTRIBUTION Project improvements may include a combination of fee payments to established programs, construction of specific improvements, payment of a fair share contribution toward future improvements or a combination of these approaches. Improvements constructed by development may be eligible for a fee credit or reimbursement through the program where appropriate. When off- site improvements are identified with a minor share of responsibility assigned to proposed development, the approving jurisdiction may elect to collect a fair share contribution or require the development to construct improvements. Detailed fair share calculations, for each peak hour, have been provided in Table 7-1 for the applicable deficient study area intersections. These fees are collected with the proceeds solely used as part of a funding mechanism aimed at ensuring that regional highways and arterial expansions keep pace with the projected population increases. TABLE 7-1: PROJECT FAIR SHARE CALCULATIONS 6 Beech Av. & Foothill Bl. (SR-66) AM:2,398 59 2,776 378 15.6% PM:2,373 57 2,825 452 12.6% 10 Citrus Av. & Foothill Bl. (SR-66) AM:3,336 25 3,796 460 5.4% PM:3,841 24 4,419 578 4.2% 1 BOLD =Highest fair share percentage is highlighted. #Intersection Existing (2022)Project 2024 With Project Total New Traffic Project % of New Traffic1 Beech Logistics Center Traffic Analysis 14726-05 TA Report 55 8 VEHICLE MILES TRAVELED Changes to CEQA Guidelines were adopted in December 2018, which require all lead agencies to adopt VMT as a replacement for automobile delay-based LOS as the measure for identifying transportation impacts for land use projects. This statewide mandate went into effect July 1, 2020. To aid in this transition, the Governor’s OPR released a Technical Advisory on Evaluating Transportation Impacts in CEQA (December of 2018) (Technical Advisory) (2). Based on OPR’s Technical Advisory, specific procedures for complying with the new CEQA requirements for VMT analysis, the City of Fontana adopted Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (City Guidelines) (1). The City Guidelines documents the City’s VMT analysis methodology and adopted VMT impact thresholds. The VMT screening evaluation presented in this report has been developed based on these City Guidelines. Appendix 8.1 contains the full VMT memo. 8.1 PROJECT SCREENING The City Guidelines describe specific “screening thresholds” that can be used to identify when a proposed land use project is anticipated to result in a less than significant impact without conducting a more detailed project level VMT analysis. For the purposes of this analysis, the initial VMT screening process has been conducted with the SBCTA VMT Screening Tool (Screening Tool), which uses screening criteria consistent with the screening thresholds recommended in the City Guidelines. Screening thresholds are described in the following four steps: • Step 1: Transit Priority Area (TPA) Screening • Step 2: Low VMT Area Screening • Step 3: Local Serving Project Type Screening • Step 4: Project net daily trips less than 500 ADT Consistent with City Guidelines, a land use project needs only to satisfy one of the above screening thresholds to result in a less than significant impact. 8.1.1 STEP 1: TPA SCREENING Consistent with guidance identified in the City Guidelines, projects located within a Transit Priority Area (TPA) (i.e., within ½ mile of an existing “major transit stop”1 or an existing stop along a “high- quality transit corridor”2) may be presumed to have a less than significant impact absent substantial evidence to the contrary. However, the presumption may not be appropriate if a project: • Has a Floor Area Ratio (FAR) of less than 0.75; • Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking); 1 Pub. Resources Code, § 21064.3 (“‘Major transit stop’ means a site containing an existing rail transit station, a ferry terminal served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods.”). 2 Pub. Resources Code, § 21155 (“For purposes of this section, a high-quality transit corridor means a corridor with fixed route bus service with service intervals no longer than 15 minutes during peak commute hours.”). Beech Logistics Center Traffic Analysis 14726-05 TA Report 56 • Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead agency, with input from the Metropolitan Planning Organization); or • Replaces affordable residential units with a smaller number of moderate- or high-income residential units. Based on the Screening Tool results presented in Attachment A of Appendix 8.1, the Project site is located within ½ mile of an existing major transit stop, or along a high-quality transit corridor. However, the Project as designed does not meet the secondary criteria. TPA screening criteria is not met. 8.1.2 STEP 2: LOW VMT AREA SCREENING As noted in the City Guidelines, “Residential and office projects located within a low VMT-generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment-related and mixed-use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service population that is similar to the existing land uses in the low VMT area.” 3 The Screening Tool uses the sub-regional San Bernardino County Transportation Analysis Model (SBTAM) to measure VMT performance within San Bernardino County for individual traffic analysis zones (TAZ’s) within each city. The Project’s physical location based on APN is input into the Screening Tool to determine the VMT generated within the respective TAZ as compared to the jurisdictional average inclusive of a particular threshold (i.e., 15% below baseline County of San Bernardino VMT per service population). Based on the Screening Tool results, the Project is not located within a low VMT generating zone as compared to the City’s adopted threshold of 15% below baseline County of San Bernardino VMT per service population (see Attachment A of Appendix 8.1). Low VMT Area screening criteria is not met. 8.1.3 STEP 3: LOW (LOCAL SERVING) PROJECT TYPE SCREENING The City Guidelines identify that local serving retail with buildings less than 50,000 square feet or other local serving essential services (e.g., day care centers, public schools, medical/dental office buildings, etc.) are presumed to have a less than significant impact absent substantial evidence to the contrary. The proposed Project is not considered a local serving use based on the examples provided in the City Guidelines.4 Low Project Type screening criteria is not met. 8.1.4 STEP 4: PROJECT NET DAILY TRIPS LESS THAN 500 ADT SCREENING Projects that generate fewer than 500 net average daily trips (ADT) (stated in actual vehicles) are deemed to not cause a substantial increase in the total citywide or regional VMT and are therefore presumed to have a less than significant impact on VMT. Substantial evidence in support of this daily 3 City Guidelines; Page 12. 4 City Guidelines; Page 13. Beech Logistics Center Traffic Analysis 14726-05 TA Report 57 trip threshold is documented in the City Guidelines.5 The trip generation rates used for this analysis are based on the trip generation statistics published in the Institute of Transportation Engineer (ITE) Trip Generation Manual (11th Edition, 2021). (3) The proposed Project is estimated to generate 426 vehicle trip-ends per day, which would not exceed the City’s screening threshold of 500 ADT (see Table 4-2). Project net daily trips less than 500 ADT screening criteria is met. 8.2 CONCLUSION Based on our findings, the Project was found to meet the project net daily trips less than 500 ADT screening criteria. Therefore, the Project would result in a less than significant impact for VMT; no further VMT analysis is required. 5 City Guidelines; Appendix B. Beech Logistics Center Traffic Analysis 14726-05 TA Report 58 This page intentionally left blank Beech Logistics Center Traffic Analysis 14726-05 TA Report 59 9 REFERENCES 1. City of Fontana Public Works Department. Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment. Fontana : s.n., October 21, 2020. 2. Office of Planning and Research. Technical Advisory on Evaluating Transportation Impacts in CEQA. State of California : s.n., December 2018. 3. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021. 4. Transportation Research Board. Highway Capacity Manual (HCM). 6th Edition. s.l. : National Academy of Sciences, 2016. 5. California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). [book auth.] California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). 2014, Updated March 30, 2021 (Revision 6). Beech Logistics Center Traffic Analysis 14726-05 TA Report 60 This page intentionally left blank Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Traffic Impact Analysis -14-Al 2008 Preparation Guide Exhibit A SCOPING AGREEMENT FOR TRAFFIC IMPACT STUDY This letter acknowledges the Riverside County Transportation Department requirements for traffic impact analysis of the following project. The analysis must follow the Riverside County Transportation Department Traffic Study Guidelines dated February 2005. Case No. (i.e. TR, PM, CUP, PP) Related Cases - SP No. Provide SP No. and list of other approved or active projects within the SP. EIR No. GPA No. CZ No. Project Name: Project Address: Project Description: Consultant Developer Name: Address: Telephone: Fax: A. Trip Generation Source: (ITE 7th Edition or other) Current GP Land Use Provide General Plan Land Use Designation (e.g.: MDR, CR, etc) Proposed Land Use Current Zoning Proposed Zoning Current Trip Generation Proposed Trip Generation In Out Total In Out Total AM Trips PM Trips Internal Trip Allowance Yes No (% Trip Discount) Pass-By Trip Allowance Yes No (% Trip Discount) A pass-by trip discount is allowed for appropriate land uses per ITE trip generation handbook 3rd edition. The pass-by trips at adjacent study area intersections and project driveways shall be indicated on a report figure. (Attach table for detailed trip generation) B.Trip Geographic Distribution:N % S % E % W % (attach exhibit for detailed assignment) C. Background Traffic Project Opening & Future Build-Out Year: Phase Year(s) _________________ Annual Ambient Growth Rate: % Other area projects to be analyzed: Model/Forecast methodology October 20201.1-1 Traffic Impact Analysis -5-October 2019 Preparation Guide Exhibit B – Scoping Agreement – Page 2 D. Study intersections: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies.) 1. 2. 3. 4. 5. E. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation anddistribution are determined, or comments from other agencies.) 1. 2. 3. 4. 5. E. Other Jurisdictional Impacts Is this project within a City’s Sphere of Influence or one-mile radius of City boundaries? Yes No If so, name of City Jurisdiction: F. Site Plan (please attach reduced copy) G. Specific issues to be addressed in the Study (in addition to the standard analysis described in the Guideline) (To be filled out by Transportation Department) (NOTE: If the traffic study states that “a traffic signal is warranted” (or “a traffic signal appears to be warranted,” orsimilar statement) at an existing unsignalized intersection under existing conditions, 8-hour approach traffic volume information must be submitted in addition to the peak hourly turning movement counts for that intersection.) H. Existing Conditions Traffic count data must be new or recent. Provide traffic count dates if using other than new counts. Date of counts______________________________________________________________________ *NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior to submittal of this form. Transportation Department staff will not process the Scoping Agreement prior to receipt of the fee. Recommended by: ______________________________ _________ Consultant’s Representative Date Scoping Agreement Submitted on _____________ Revised on ___________________ Approved Scoping Agreement: _________________________ ________ Riverside Count 6. 7. 8. 9. 10. 6. 7. 8. 9. 10. 1.1-2 14726-02 TA Scope REV2 July 12, 2022 Ms. Gia Kim City of Fontana 8353 Sierra Avenue Fontana, CA 92335 BEECH LOGISTICS CENTER (MCN22-059) SCOPING AGREEMENT Ms. Gia Kim, The firm of Urban Crossroads, Inc. is pleased to submit this letter documenting the recommended Scope of Work for the traffic assessment in support of the proposed Beech Logistics Center development (Project), which is located north of Foothill Boulevard and west of Beech Avenue in the City of Fontana. Exhibit 1 depicts the location of the proposed Project in relation to the existing roadway network. Our goal is to obtain comments from City of Fontana staff, to ensure that the traffic assessment fully addresses the potential effects of the proposed Project. The remainder of this letter describes the draft proposed analysis methodology, project trip generation, trip distribution, and project traffic assignment/project trips on the surrounding roadway network, which have been used to establish the draft proposed project study area and analysis locations. The following scoping agreement has been prepared consistent with the City’s Traffic Impact Analysis Guidelines for VMT and LOS Assessment (October 2020, referred to as City’s Guidelines). 1.1-3 Ms. Gia Kim City of Fontana July 12, 2022 Page 2 of 11 14726-02 TA Scope REV2 EXHIBIT 1: LOCATION MAP It is our understanding that the Project is to consist of a single 168,759 square foot warehouse building. The Project is anticipated to be constructed in one phase by the year 2024. A preliminary site plan of which the traffic study will be based on, is shown on Exhibit 2. The following describes the access proposed for the site (all driveways will allow for full access): • Driveway 1 on Beech Avenue – trucks access only • Driveway 2 on Beech Avenue – passenger car and truck access 1.1-4 Ms. Gia Kim City of Fontana July 12, 2022 Page 3 of 11 14726-02 TA Scope REV2 EXHIBIT 2: PRELIMINARY SITE PLAN STUDY AREA Consistent with City’s Guidelines, the study area limits have been set based upon a threshold of 50 peak hour project trips. In other words, the study area includes any intersection of Collector roadway or higher classification street with another Collector roadway or higher classification street, at which the proposed Project will add 50 or more peak hour trips. The proposed intersection analysis locations have been identified on Exhibit 3. The study area intersections will be evaluated using the HCM 6th Edition methodology. 1.1-5 Ms. Gia Kim City of Fontana July 12, 2022 Page 4 of 11 14726-02 TA Scope REV2 EXHIBIT 3: STUDY AREA TABLE 1: LIST OF STUDY INTERSECTIONS ANALYSIS SCENARIOS The following analysis scenarios will be analyzed for this traffic study: • Existing (2022) Conditions • Existing plus Ambient Growth plus Project (2024) Conditions – includes existing plus ambient growth factor and project traffic with no cumulative development traffic. This scenario would be used to determine any off-site construct obligations for the project. • Opening Year Cumulative (2024) Without Project Conditions – includes existing plus ambient growth factor and traffic from other cumulative development projects. • Opening Year Cumulative (2024) With Project Conditions – includes project traffic to the Opening Year Cumulative (2024) Without Project volumes. This scenario would be used to determine any cumulative off-site deficiencies and improvement needs. #Intersections 1 Cherry Av. & Foothill Bl. (SR-66) 2 Redwood Av. & Foothill Bl. (SR-66) 3 Hemlock Av. & Foothill Bl. (SR-66) 4 Beech Av. & Driveway 1 5 Beech Av. & Driveway 2 6 Beech Av. & Foothill Bl. (SR-66) 7 Sultana Av. & Foothill Bl. (SR-66) 8 Almeria Av. & Foothill Bl. (SR-66) 9 Tokay Av. & Foothill Bl. (SR-66) 10 Citrus Av. & Foothill Bl. (SR-66) 1.1-6 Ms. Gia Kim City of Fontana July 12, 2022 Page 5 of 11 14726-02 TA Scope REV2 LEVEL OF SERVICE (LOS) CRITERIA The City of Fontana has set the goal for acceptable LOS as LOS C or better, wherever feasible (see Goal #1, Policy #12 of the City of Fontana General Plan Circulation Element). However, in some instances maintaining the LOS C threshold within a built environment may require extensive roadway widening that could affect existing uses, property rights and substantial costs associated with implementing these improvements. In the event that the improvements required to maintain LOS C is determined to be infeasible, the City of Fontana recognizes that LOS D may be considered the worst acceptable level of service in urbanized areas of the City. DEFICIENCY CRITERIA For the intersections that lie within the City of Fontana, determination of whether the Project has an adverse effect on intersection operations will be based on a comparison of without and with project levels of service. A deficiency occurs if project traffic increases the average delay at an intersection by more than the thresholds identified on Table 2. The thresholds for LOS A, B, and C do not apply to projects consistent with the General Plan. The deficiency criteria will be applied to Opening Year Cumulative traffic conditions to determine off-site construct obligations and will recommend improvements needed to reduce delays to pre-project conditions (as applicable). TABLE 2: INTERSECTION DEFICIENCY CRITERIA PROJECT TRIP GENERATION In order to develop the traffic characteristics of the proposed Project, trip-generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) was used to estimate the trip generation. For purposes of this analysis, the following land use code and vehicle mix has been utilized for each building: • ITE land use code 110 (General Light Industrial) has been used to derive site specific trip generation estimates for up to 42,190 square feet of the proposed Project. A light industrial facility is a free-standing facility devoted to a single use that has an emphasis on activities other than manufacturing. Typically, there is minimum office space. The vehicle mix has been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 16.7%; 3-Axle = 20.7%; 4+-Axle = 62.6%. Pre-Project LOS Deficiency Criteria1 LOS A/B 10.0 seconds LOS C 8.0 seconds LOS D 5.0 seconds LOS E 2.0 seconds LOS F 1.0 seconds 1 Increase in delay. 1.1-7 Ms. Gia Kim City of Fontana July 12, 2022 Page 6 of 11 14726-02 TA Scope REV2 • ITE land use code 150 (Warehousing) has been used to derive site specific trip generation estimates for up to 126,569 square feet. A warehouse is primarily devoted to the storage of materials but may also include office and maintenance areas. The vehicle mix has been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2- Axle = 16.7%; 3-Axle = 20.7%; 4+-Axle = 62.6%. As noted in Table 3, refinements to the raw trip generation estimates have been made to provide a more detailed breakdown of trips between passenger cars and trucks. Trip generation for heavy trucks was further broken down by truck type (or axle type). The total truck percentage is comprised of 3 different truck types: 2-axle, 3-axle, and 4+-axle trucks. Passenger Car Equivalent (PCE) factors were applied to the trip generation rates for heavy trucks (large 2-axles, 3-axles, 4+- axles). PCEs allow the typical “real-world” mix of vehicle types to be represented as a single, standardized unit, such as the passenger car, to be used for the purposes of capacity and level of service analyses. The PCE factors are consistent with the recommended PCE factors in City’s Guidelines. TABLE 3: PROJECT TRIP GENERATION RATES ITE LU AM Peak Hour PM Peak Hour Land Use1 Units2 Code In Out Total In Out Total Actual Vehicle Trip Generation Rates General Light Industrial3 TSF 110 0.651 0.089 0.740 0.091 0.559 0.650 4.870 Passenger Cars 0.645 0.085 0.730 0.086 0.554 0.640 4.620 2-Axle Trucks 0.001 0.001 0.002 0.001 0.001 0.002 0.042 3-Axle Trucks 0.001 0.001 0.002 0.001 0.001 0.002 0.052 4+-Axle Trucks 0.004 0.002 0.006 0.003 0.003 0.006 0.157 Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks 0.002 0.001 0.003 0.003 0.002 0.005 0.100 3-Axle Trucks 0.002 0.002 0.004 0.003 0.003 0.006 0.124 4+-Axle Trucks 0.007 0.006 0.013 0.010 0.009 0.019 0.376 Passenger Car Equivalent (PCE) Trip Generation General Light Industrial3 TSF 110 0.651 0.089 0.740 0.091 0.559 0.650 4.870 Passenger Cars 0.645 0.085 0.730 0.086 0.554 0.640 4.620 2-Axle Trucks (PCE = 2.0)0.002 0.001 0.003 0.002 0.001 0.003 0.084 3-Axle Trucks (PCE = 2.5)0.003 0.003 0.005 0.003 0.003 0.005 0.129 4+-Axle Trucks (PCE = 3.0)0.012 0.007 0.019 0.009 0.010 0.019 0.470 Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks (PCE = 2.0)0.004 0.003 0.007 0.006 0.004 0.010 0.150 3-Axle Trucks (PCE = 2.5)0.005 0.005 0.010 0.008 0.008 0.016 0.248 4+-Axle Trucks (PCE = 3.0)0.021 0.017 0.038 0.030 0.026 0.056 1.127 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet 3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type. Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks. Daily 1.1-8 Ms. Gia Kim City of Fontana July 12, 2022 Page 7 of 11 14726-02 TA Scope REV2 The Project is estimated to generate a total of 426 two-way trips per day on a typical weekday with approximately 52 AM peak hour trips and 48 PM peak hour trips as shown in Table 4 (actual vehicles). For the purposes of the operations analysis, the PCE values shown in Table 5 will be used consistent with the City’s Guidelines. TABLE 4: PROJECT TRIP GENERATION SUMMARY (ACTUAL VEHICLES) Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles: General Light Industrial 42.190 TSF Passenger Cars: 27 4 31 4 23 27 196 2-axle Trucks: 0 0 0 0 0 0 2 3-axle Trucks: 0 0 0 0 0 0 2 4+-axle Trucks: 0 0 0 0 0 0 8 Total Truck Trips (Actual Vehicles):0 0 0 0 0 0 12 Total Trips (Actual Vehicles)2 27 4 31 4 23 27 208 Warehousing 126.569 TSF Passenger Cars: 15 4 19 4 15 19 140 2-axle Trucks: 0 0 0 0 0 0 14 3-axle Trucks: 0 0 0 0 0 0 16 4+-axle Trucks: 1 1 2 1 1 2 48 Total Truck Trips (Actual Vehicles):1 1 2 1 1 2 78 Total Trips (Actual Vehicles)2 16 5 21 5 16 21 218 Passenger Cars 42 8 50 8 38 46 336 Trucks 1 1 2 1 1 2 90 Total Trips (Actual Vehicles)2 43 9 52 9 39 48 426 1 TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour 1.1-9 Ms. Gia Kim City of Fontana July 12, 2022 Page 8 of 11 14726-02 TA Scope REV2 TABLE 5: PROJECT TRIP GENERATION SUMMARY (PCE) Table 6 summarizes the trip generation if the Project were to be developed with 100% warehousing use. As shown on Table 6, the trip generation shown is less than the actual vehicles and PCE trip generation shown on Tables 4 and 5, respectively. As such, the peak hour operations analysis will be based on the more conservative trip generation shown on Table 5 while the trip generation shown on Table 6 has been provided for informational purposes. Land Use Quantity Units1 In Out Total In Out Total Daily Passenger Car Equivalent (PCE): Warehousing 42.190 TSF Passenger Cars: 27 4 31 4 23 27 196 2-axle Trucks: 0 0 0 0 0 0 4 3-axle Trucks: 0 0 0 0 0 0 6 4+-axle Trucks: 1 0 1 0 0 0 20 Total Truck Trips (PCE):1 0 1 0 0 0 30 Total Trips (PCE)2 28 4 32 4 23 27 226 Warehousing 126.569 TSF Passenger Cars: 15 4 19 4 15 19 140 2-axle Trucks: 1 0 1 1 1 2 20 3-axle Trucks: 1 1 2 1 1 2 32 4+-axle Trucks: 3 2 5 4 3 7 144 Total Truck Trips (PCE):5 3 8 6 5 11 196 Total Trips (PCE)2 20 7 27 10 20 30 336 Passenger Cars 42 8 50 8 38 46 336 Trucks 6 3 9 6 5 11 226 Total Trips (PCE)2 48 11 59 14 43 57 562 1 TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour 1.1-10 Ms. Gia Kim City of Fontana July 12, 2022 Page 9 of 11 14726-02 TA Scope REV2 TABLE 6: PROJECT TRIP GENERATION – ALTERNATIVE PROJECT TRIP DISTRIBUTIONS The project trip distribution patterns for both passenger cars and trucks have been developed based on recent experience on other studies for similar land uses in the vicinity. Passenger car distribution patterns will be based on existing and planned land uses and roadway infrastructure in the area. Truck distribution patterns will be based on City truck routes, proximity to the freeway system, and the Project Applicant’s input on percentage of traffic oriented to the Port of Long Beach or other destination. As such, Project truck traffic is directed to Cherry Avenue and Citrus Avenue to the I-210 Freeway to the north, I-10 Freeway to the south, and I-15 Freeway to the west via City truck routes. The industrial passenger car and truck trip distributions are illustrated on Exhibits 3 and 4, respectively. Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles: Warehousing 168.759 TSF Passenger Cars: 20 5 25 6 20 26 188 2-axle Trucks: 0 0 0 1 0 1 18 3-axle Trucks: 0 0 0 1 1 2 22 4+-axle Trucks: 1 1 2 2 1 3 64 Total Truck Trips (Actual Vehicles):1 1 2 4 2 6 104 Total Trips (Actual Vehicles)2 21 6 27 10 22 32 292 PCE: Warehousing 168.759 TSF Passenger Cars: 20 5 25 6 20 26 188 2-axle Trucks: 1 0 1 1 1 2 26 3-axle Trucks: 1 1 2 1 1 2 42 4+-axle Trucks: 4 3 7 5 4 9 190 Total Truck Trips (PCE):6 4 10 7 6 13 258 Total Trips (PCE)2 26 9 35 13 26 39 446 1 TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour 1.1-11 Ms. Gia Kim City of Fontana July 12, 2022 Page 10 of 11 14726-02 TA Scope REV2 EXHIBIT 3: PROJECT (PASSENGER CAR) TRIP DISTRIBUTION EXHIBIT 4: PROJECT (TRUCK) TRIP DISTRIBUTION EXISTING COUNT DATA Traffic counts (classified by vehicle type) have already been conducted in May 2022 at the identified analysis locations in order to collect traffic data while local schools are in session and operating on a typical bell schedule. Time periods to be counted will be from 7:00-9:00 AM and 4:00-6:00 PM and will include pedestrian and bicycle counts at each analysis location. For the new intersections added by City staff at Redwood Avenue, Almeria Avenue, and Tokay Avenue along Foothill Boulevard (SR-66) will be collected while local schools are not in session. As such, a count will also be collected at Cherry Avenue and compared to the counts previously conducted in May 2022 to determine an adjustment factor to be applied to the new locations to account for school traffic. 1.1-12 Ms. Gia Kim City of Fontana July 12, 2022 Page 11 of 11 14726-02 TA Scope REV2 AMBIENT GROWTH RATE Consistent with other studies performed in the area, an ambient growth rate of 2.0% per year is proposed for the study area intersections to approximate background traffic growth not identified by nearby cumulative development projects. The rate will be compounded over a two- year period (i.e., 1.022 years = 1.0404 or 4.04% for 2024). SPECIAL ISSUES The following special issues will be addressed as part of the TA: • A truck turning template will be overlaid on the driveways anticipated to serve trucks. • Traffic signal warrant analyses will be conducted for all unsignalized study area intersections for all applicable analysis scenarios. • Evaluate the peak hour queuing at the Project driveways located along the Project frontage of Beech Avenue. CUMULATIVE DEVELOPMENT PROJECTS It is requested that the City provide cumulative project information for this area of the City for inclusion in the development of background traffic in the traffic study. If you have any questions or comments, I can be reached at cso@urbanxroads.com. Respectfully submitted, URBAN CROSSROADS, INC. Charlene So, PE Principal 1.1-13 Beech Logistics Center Traffic Analysis 14726-03 TA Report This Page Intentionally Left Blank Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 1.2: SITE ADJACENT QUEUING WORKSHEETS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Queuing and Blocking Report Opening Year Cumulative (2024) With Project - AM Peak Hour WITH IMPROVEMENTS10/12/2022 2024 WP AM Beech Logistics Center (JN 14726)SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 4: Beech Av. & Driveway 1 Movement EB Directions Served LR Maximum Queue (ft)30 Average Queue (ft)2 95th Queue (ft)16 Link Distance (ft)173 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Beech Av. & Driveway 2 Movement EB Directions Served LR Maximum Queue (ft)31 Average Queue (ft)6 95th Queue (ft)27 Link Distance (ft)167 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 1.2-1 Queuing and Blocking Report Opening Year Cumulative (2024) With Project - PM Peak Hour WITH IMPROVEMENTS10/12/2022 2024 WP PM Beech Logistics Center (JN 14726)SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 4: Beech Av. & Driveway 1 Movement EB Directions Served LR Maximum Queue (ft)23 Average Queue (ft)2 95th Queue (ft)12 Link Distance (ft)173 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Beech Av. & Driveway 2 Movement EB Directions Served LR Maximum Queue (ft)49 Average Queue (ft)24 95th Queue (ft)48 Link Distance (ft)167 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 1.2-2 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 3.1: EXISTING TRAFFIC COUNTS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Page 1 of 1 1: Cherry Av. & Foothill Bl. (SR‐66) PHF:0.880 7:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:170 446 106 159 760 115 196 464 124 213 968 93 3,812 EAP (PCE):176 464 119 170 791 120 204 487 129 224 1,008 97 3,989 OYC 2025 NP (PCE): 178 477 159 225 802 131 217 551 136 277 1,104 164 4,421 OYC 2025 WP (PCE): 178 477 168 230 802 131 217 556 136 280 1,105 165 4,445 2: Redwood Av. & Foothill Bl. (SR‐66) PHF:0.891 7:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:44 32 22 10 6 54 69 579 34 53 1109 17 2,029 EAP (PCE):45 33 25 10 6 56 72 621 35 55 1,159 18 2,136 OYC 2025 NP (PCE): 45 33 25 10 6 152 164 687 35 62 1,279 18 2,517 OYC 2025 WP (PCE): 45 33 27 10 6 152 164 706 35 62 1,284 18 2,543 3: Hemlock Av. & Foothill Bl. (SR‐66) PHF:0.850 7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:23 16 73 23 3 18 30 562 10 45 1266 68 2,135 EAP (PCE):24 16 78 24 3 18 31 606 10 47 1,322 70 2,249 OYC 2025 NP (PCE): 24 16 78 72 3 18 31 626 10 54 1,400 116 2,448 OYC 2025 WP (PCE): 24 16 80 72 3 18 31 647 10 54 1,405 116 2,476 4: Beech Av. & Driveway 1 PHF:0.920 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE: 000000000000 0 EAP (PCE): 400000002000 6 OYC 2025 NP (PCE): 000000000000 0 OYC 2025 WP (PCE):400000002000 6 5: Beech Av. & Driveway 2 PHF:0.920 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE: 000000000000 0 EAP (PCE): 4440020009000 59 OYC 2025 NP (PCE): 000000000000 0 OYC 2025 WP (PCE):4440020009000 59 6: Beech Av. & Foothill Bl. (SR‐66) PHF:0.877 7:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE: 4101190000624411981376 0 2,398 EAP (PCE): 42 0 123 5 0 6 23 649 43 206 1,432 25 2,553 OYC 2025 NP (PCE):4201230000741432061,56302,717 OYC 2025 WP (PCE): 42 0 123 5 0 6 23 741 43 206 1,563 25 2,776 7: Sultana Av. & Foothill Bl. (SR‐66) PHF:0.889 7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:10 45 12 42 41 431 169 529 29 16 1133 29 2,486 EAP (PCE):10 47 12 44 43 448 175 555 30 17 1,204 30 2,616 OYC 2025 NP (PCE): 10 47 12 44 43 456 178 639 30 17 1,302 30 2,809 OYC 2025 WP (PCE): 10 47 12 44 43 456 178 644 30 17 1,327 30 2,839 8: Almeria Av. & Foothill Bl. (SR‐66) PHF:0.881 7:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:27 23 21 33 26 92 25 405 24 43 735 42 1,494 EAP (PCE):28 24 21 34 27 100 27 425 25 44 784 44 1,583 OYC 2025 NP (PCE): 28 24 21 60 27 96 27 509 25 44 887 58 1,806 OYC 2025 WP (PCE): 28 24 21 60 27 100 28 513 25 44 907 58 1,835 9: Tokay Av. & Foothill Bl. (SR‐66) PHF:0.927 7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:41 36 34 16 23 47 13 400 18 15 697 23 1,361 EAP (PCE):43 37 35 17 24 48 13 420 19 16 745 24 1,440 OYC 2025 NP (PCE): 43 37 35 17 24 48 13 580 19 16 828 24 1,683 OYC 2025 WP (PCE): 43 37 35 17 24 48 13 584 19 16 848 24 1,707 10: Citrus Av. & Foothill Bl. (SR‐66) PHF:0.951 7:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:140 538 62 130 616 118 148 386 132 228 763 77 3,336 EAP (PCE):154 560 65 135 640 130 156 403 139 237 798 80 3,496 OYC 2025 NP (PCE): 154 561 68 140 642 133 181 512 164 247 879 91 3,771 OYC 2025 WP (PCE): 163 561 68 140 642 140 183 513 166 247 883 91 3,796 6/6/2022 5/24/2022 Volume Development ‐ AM Peak Hour 5/24/2022 1/27/2022 5/24/2022 5/24/2022 6/6/2022 5/24/2022 3.1-1 Page 1 of 1 1: Cherry Av. & Foothill Bl. (SR‐66) PHF:0.978 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:260 846 205 305 570 158 260 845 121 138 670 139 4,513 EAP (PCE):270 880 217 319 593 164 270 880 126 151 701 150 4,719 OYC 2025 NP (PCE): 278 889 297 409 601 172 279 1,010 131 219 806 230 5,319 OYC 2025 WP (PCE): 278 889 301 411 601 172 279 1,011 131 227 810 235 5,343 2: Redwood Av. & Foothill Bl. (SR‐66) PHF:0.975 16:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:63 35 41 28 25 54 42 1243 63 58 790 20 2,461 EAP (PCE):66 36 43 29 25 56 44 1,300 66 62 838 21 2,586 OYC 2025 NP (PCE): 66 36 50 29 25 198 197 1,448 66 64 949 21 3,149 OYC 2025 WP (PCE): 66 36 50 29 25 198 197 1,455 66 66 966 21 3,175 3: Hemlock Av. & Foothill Bl. (SR‐66) PHF:0.957 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:22 10 37 117 14 43 66 1146 32 47 698 56 2,288 EAP (PCE):23 10 38 122 15 45 69 1,200 33 51 745 58 2,409 OYC 2025 NP (PCE): 23 10 45 193 15 45 69 1,278 33 53 787 134 2,685 OYC 2025 WP (PCE): 23 10 45 193 15 45 69 1,286 33 55 806 134 2,714 4: Beech Av. & Driveway 1 PHF:0.920 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE: 000000000000 0 EAP (PCE): 400000003000 7 OYC 2025 NP (PCE): 000000000000 0 OYC 2025 WP (PCE):400000003000 7 5: Beech Av. & Driveway 2 PHF:0.920 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE: 000000000000 0 EAP (PCE): 10400300040000 57 OYC 2025 NP (PCE): 000000000000 0 OYC 2025 WP (PCE):10400300040000 57 6: Beech Av. & Foothill Bl. (SR‐66) PHF:0.916 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE: 52012600001223 64 113 795 0 2,373 EAP (PCE): 54 0 131 22 0 21 8 1,272 67 118 827 6 2,526 OYC 2025 NP (PCE):54013100001,4316711896702,768 OYC 2025 WP (PCE): 54 0 131 22 0 21 8 1,431 67 118 967 6 2,825 7: Sultana Av. & Foothill Bl. (SR‐66) PHF:0.948 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:21 111 45 30 18 169 220 1158 21 16 718 74 2,601 EAP (PCE):22 115 47 31 19 176 229 1,227 22 17 753 77 2,734 OYC 2025 NP (PCE): 22 115 47 31 19 181 238 1,356 22 17 881 77 3,005 OYC 2025 WP (PCE): 22 115 47 31 19 181 238 1,378 22 17 887 77 3,033 8: Almeria Av. & Foothill Bl. (SR‐66) PHF:0.883 4:45 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:26 54 32 45 9 50 86 1179 23 23 654 91 2,272 EAP (PCE):27 56 33 47 9 53 93 1,245 24 24 685 95 2,392 OYC 2025 NP (PCE): 27 56 33 69 9 53 89 1,377 24 24 814 125 2,701 OYC 2025 WP (PCE): 27 56 33 69 9 54 93 1,395 24 24 819 125 2,729 9: Tokay Av. & Foothill Bl. (SR‐66) PHF:0.954 4:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:68 97 66 20 22 21 50 1192 47 46 642 40 2,310 EAP (PCE):71 101 69 21 23 22 52 1,258 49 48 672 42 2,426 OYC 2025 NP (PCE): 71 101 69 21 23 22 52 1,396 49 48 868 42 2,760 OYC 2025 WP (PCE): 71 101 69 21 23 22 52 1,414 49 48 873 42 2,783 10: Citrus Av. & Foothill Bl. (SR‐66) PHF:0.962 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2022 PCE:162 644 117 123 500 77 263 839 161 272 579 107 3,841 EAP (PCE):171 669 122 128 520 82 279 876 176 283 603 111 4,020 OYC 2025 NP (PCE): 197 671 133 140 521 110 292 992 185 290 745 119 4,395 OYC 2025 WP (PCE): 200 671 133 140 521 112 298 996 193 290 746 119 4,419 5/24/2022 Volume Development ‐ PM Peak Hour 5/24/2022 1/27/2022 5/24/2022 5/24/2022 6/6/2022 6/6/2022 5/24/2022 3.1-2 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 24 139 27 19 190 29 162 9 2 200 30 69 18 10 117 22 70 28 16 120 47 627 674 07:15 AM 26 147 20 11 193 44 228 8 3 280 39 76 13 9 128 24 71 32 24 127 47 728 775 07:30 AM 35 160 21 17 216 56 301 14 9 371 45 102 15 8 162 40 111 36 21 187 55 936 991 07:45 AM 33 197 33 24 263 51 247 26 11 324 50 114 29 21 193 54 117 38 26 209 82 989 1071 Total 118 643 101 71 862 180 938 57 25 1175 164 361 75 48 600 140 369 134 87 643 231 3280 3511 08:00 AM 42 159 24 18 225 52 218 23 10 293 32 83 22 15 137 48 99 23 10 170 53 825 878 08:15 AM 32 152 32 14 216 33 168 22 10 223 36 75 27 14 138 39 94 21 9 154 47 731 778 08:30 AM 37 111 23 18 171 32 122 18 4 172 27 87 11 10 125 23 77 20 10 120 42 588 630 08:45 AM 49 125 34 22 208 20 142 17 5 179 35 96 22 12 153 25 94 24 8 143 47 683 730 Total 160 547 113 72 820 137 650 80 29 867 130 341 82 51 553 135 364 88 37 587 189 2827 3016 Grand Total 278 1190 214 143 1682 317 1588 137 54 2042 294 702 157 99 1153 275 733 222 124 1230 420 6107 6527 Apprch %16.5 70.7 12.7 15.5 77.8 6.7 25.5 60.9 13.6 22.4 59.6 18 Total %4.6 19.5 3.5 27.5 5.2 26 2.2 33.4 4.8 11.5 2.6 18.9 4.5 12 3.6 20.1 6.4 93.6 Passenger Vehicles 257 1090 192 1672 292 1545 131 2020 278 600 141 1108 259 681 209 1267 0 0 6067 % Passenger Vehicles 92.4 91.6 89.7 93 91.6 92.1 97.3 95.6 96.3 96.4 94.6 85.5 89.8 89.9 88.5 94.2 92.9 94.1 95.2 93.6 0 0 93 Large 2 Axle Vehicles 10 24 6 44 12 21 1 34 9 26 5 44 5 26 9 45 0 0 167 % Large 2 Axle Vehicles 3.6 2 2.8 2.8 2.4 3.8 1.3 0.7 0 1.6 3.1 3.7 3.2 4 3.5 1.8 3.5 4.1 4 3.3 0 0 2.6 3 Axle Vehicles 3 26 3 33 5 7 1 14 2 24 4 33 1 7 0 8 0 0 88 % 3 Axle Vehicles 1.1 2.2 1.4 0.7 1.8 1.6 0.4 0.7 1.9 0.7 0.7 3.4 2.5 3 2.6 0.4 1 0 0 0.6 0 0 1.3 4+ Axle Trucks 8 50 13 76 8 15 4 28 5 52 7 67 10 19 4 34 0 0 205 % 4+ Axle Trucks 2.9 4.2 6.1 3.5 4.2 2.5 0.9 2.9 1.9 1.3 1.7 7.4 4.5 3 5.4 3.6 2.6 1.8 0.8 2.5 0 0 3.1 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 35 160 21 216 56 301 14 371 45 102 15 162 40 111 36 187 936 07:45 AM 33 197 33 263 51 247 26 324 50 114 29 193 54 117 38 209 989 08:00 AM 42 159 24 225 52 218 23 293 32 83 22 137 48 99 23 170 825 08:15 AM 32 152 32 216 33 168 22 223 36 75 27 138 39 94 21 154 731 Total Volume 142 668 110 920 192 934 85 1211 163 374 93 630 181 421 118 720 3481 % App. Total 15.4 72.6 12 15.9 77.1 7 25.9 59.4 14.8 25.1 58.5 16.4 PHF .845 .848 .833 .875 .857 .776 .817 .816 .815 .820 .802 .816 .838 .900 .776 .861 .880 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-3 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 110 Thru 668 Left 142 InOut Total 640 920 1560 Rig h t 85 Th r u 93 4 Le f t 19 2 Ou t To t a l In 65 6 12 1 1 18 6 7 Left 163 Thru 374 Right 93 Out TotalIn 978 630 1608 Le f t 18 1 Th r u 42 1 Ri g h t 11 8 To t a l Ou t In 12 0 7 72 0 19 2 7 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-4 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:15 AM 07:30 AM 07:30 AM +0 mins.35 160 21 216 44 228 8 280 45 102 15 162 40 111 36 187 +15 mins.33 197 33 263 56 301 14 371 50 114 29 193 54 117 38 209 +30 mins.42 159 24 225 51 247 26 324 32 83 22 137 48 99 23 170 +45 mins.32 152 32 216 52 218 23 293 36 75 27 138 39 94 21 154 Total Volume 142 668 110 920 203 994 71 1268 163 374 93 630 181 421 118 720 % App. Total 15.4 72.6 12 16 78.4 5.6 25.9 59.4 14.8 25.1 58.5 16.4 PHF .845 .848 .833 .875 .906 .826 .683 .854 .815 .820 .802 .816 .838 .900 .776 .861 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-5 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 24 133 25 18 182 28 156 9 2 193 27 57 16 10 100 22 63 25 14 110 44 585 629 07:15 AM 23 140 16 8 179 42 223 8 3 273 35 63 13 9 111 23 69 30 22 122 42 685 727 07:30 AM 31 145 21 17 197 53 294 14 9 361 42 84 13 6 139 39 101 35 21 175 53 872 925 07:45 AM 31 180 32 24 243 49 244 25 11 318 49 104 26 18 179 50 110 35 25 195 78 935 1013 Total 109 598 94 67 801 172 917 56 25 1145 153 308 68 43 529 134 343 125 82 602 217 3077 3294 08:00 AM 38 146 23 18 207 50 208 22 9 280 32 73 20 14 125 46 96 23 10 165 51 777 828 08:15 AM 31 139 30 14 200 26 164 20 9 210 35 68 25 14 128 36 84 20 9 140 46 678 724 08:30 AM 33 98 21 17 152 24 119 16 4 159 24 69 8 7 101 21 73 17 9 111 37 523 560 08:45 AM 46 109 24 17 179 20 137 17 5 174 34 82 20 11 136 22 85 24 8 131 41 620 661 Total 148 492 98 66 738 120 628 75 27 823 125 292 73 46 490 125 338 84 36 547 175 2598 2773 Grand Total 257 1090 192 133 1539 292 1545 131 52 1968 278 600 141 89 1019 259 681 209 118 1149 392 5675 6067 Apprch %16.7 70.8 12.5 14.8 78.5 6.7 27.3 58.9 13.8 22.5 59.3 18.2 Total %4.5 19.2 3.4 27.1 5.1 27.2 2.3 34.7 4.9 10.6 2.5 18 4.6 12 3.7 20.2 6.5 93.5 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 31 145 21 197 53 294 14 361 42 84 13 139 39 101 35 175 872 07:45 AM 31 180 32 243 49 244 25 318 49 104 26 179 50 110 35 195 935 08:00 AM 38 146 23 207 50 208 22 280 32 73 20 125 46 96 23 165 777 08:15 AM 31 139 30 200 26 164 20 210 35 68 25 128 36 84 20 140 678 Total Volume 131 610 106 847 178 910 81 1169 158 329 84 571 171 391 113 675 3262 % App. Total 15.5 72 12.5 15.2 77.8 6.9 27.7 57.6 14.7 25.3 57.9 16.7 PHF .862 .847 .828 .871 .840 .774 .810 .810 .806 .791 .808 .797 .855 .889 .807 .865 .872 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-6 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 106 Thru 610 Left 131 InOut Total 581 847 1428 Rig h t 81 Th r u 91 0 Le f t 17 8 Ou t To t a l In 60 6 11 6 9 17 7 5 Left 158 Thru 329 Right 84 Out TotalIn 901 571 1472 Le f t 17 1 Th r u 39 1 Ri g h t 11 3 To t a l Ou t In 11 7 4 67 5 18 4 9 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-7 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.31 145 21 197 53 294 14 361 42 84 13 139 39 101 35 175 +15 mins.31 180 32 243 49 244 25 318 49 104 26 179 50 110 35 195 +30 mins.38 146 23 207 50 208 22 280 32 73 20 125 46 96 23 165 +45 mins.31 139 30 200 26 164 20 210 35 68 25 128 36 84 20 140 Total Volume 131 610 106 847 178 910 81 1169 158 329 84 571 171 391 113 675 % App. Total 15.5 72 12.5 15.2 77.8 6.9 27.7 57.6 14.7 25.3 57.9 16.7 PHF .862 .847 .828 .871 .840 .774 .810 .810 .806 .791 .808 .797 .855 .889 .807 .865 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-8 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 1 0 0 1 1 3 0 0 4 2 4 0 0 6 0 4 3 2 7 2 18 20 07:15 AM 1 1 1 1 3 1 4 0 0 5 2 1 0 0 3 0 1 1 1 2 2 13 15 07:30 AM 2 4 0 0 6 1 3 0 0 4 2 6 2 2 10 0 7 1 0 8 2 28 30 07:45 AM 0 4 0 0 4 1 2 0 0 3 1 1 0 0 2 2 3 2 1 7 1 16 17 Total 3 10 1 1 14 4 12 0 0 16 7 12 2 2 21 2 15 7 4 24 7 75 82 08:00 AM 3 6 1 0 10 0 6 0 0 6 0 3 1 1 4 1 2 0 0 3 1 23 24 08:15 AM 0 1 1 0 2 4 0 0 0 4 0 2 1 0 3 2 4 1 0 7 0 16 16 08:30 AM 2 2 1 1 5 4 2 1 0 7 2 7 1 1 10 0 1 1 1 2 3 24 27 08:45 AM 2 5 2 2 9 0 1 0 0 1 0 2 0 0 2 0 4 0 0 4 2 16 18 Total 7 14 5 3 26 8 9 1 0 18 2 14 3 2 19 3 11 2 1 16 6 79 85 Grand Total 10 24 6 4 40 12 21 1 0 34 9 26 5 4 40 5 26 9 5 40 13 154 167 Apprch %25 60 15 35.3 61.8 2.9 22.5 65 12.5 12.5 65 22.5 Total %6.5 15.6 3.9 26 7.8 13.6 0.6 22.1 5.8 16.9 3.2 26 3.2 16.9 5.8 26 7.8 92.2 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 4 0 6 1 3 0 4 2 6 2 10 0 7 1 8 28 07:45 AM 0 4 0 4 1 2 0 3 1 1 0 2 2 3 2 7 16 08:00 AM 3 6 1 10 0 6 0 6 0 3 1 4 1 2 0 3 23 08:15 AM 0 1 1 2 4 0 0 4 0 2 1 3 2 4 1 7 16 Total Volume 5 15 2 22 6 11 0 17 3 12 4 19 5 16 4 25 83 % App. Total 22.7 68.2 9.1 35.3 64.7 0 15.8 63.2 21.1 20 64 16 PHF .417 .625 .500 .550 .375 .458 .000 .708 .375 .500 .500 .475 .625 .571 .500 .781 .741 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-9 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 2 Thru 15 Left 5 InOut Total 17 22 39 Rig h t 0 Th r u 11 Le f t 6 Ou t To t a l In 25 17 42 Left 3 Thru 12 Right 4 Out TotalIn 25 19 44 Le f t 5 Th r u 16 Ri g h t 4 To t a l Ou t In 16 25 41 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-10 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.2 4 0 6 1 3 0 4 2 6 2 10 0 7 1 8 +15 mins.0 4 0 4 1 2 0 3 1 1 0 2 2 3 2 7 +30 mins.3 6 1 10 0 6 0 6 0 3 1 4 1 2 0 3 +45 mins.0 1 1 2 4 0 0 4 0 2 1 3 2 4 1 7 Total Volume 5 15 2 22 6 11 0 17 3 12 4 19 5 16 4 25 % App. Total 22.7 68.2 9.1 35.3 64.7 0 15.8 63.2 21.1 20 64 16 PHF .417 .625 .500 .550 .375 .458 .000 .708 .375 .500 .500 .475 .625 .571 .500 .781 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-11 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 1 1 1 2 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 1 5 6 07:15 AM 0 1 0 0 1 1 1 0 0 2 1 4 0 0 5 1 1 0 0 2 0 10 10 07:30 AM 0 3 0 0 3 1 4 0 0 5 1 5 0 0 6 0 0 0 0 0 0 14 14 07:45 AM 0 7 1 0 8 0 0 0 0 0 0 4 1 1 5 0 1 0 0 1 1 14 15 Total 0 12 2 1 14 2 5 0 0 7 2 14 1 1 17 1 4 0 0 5 2 43 45 08:00 AM 1 3 0 0 4 1 1 1 1 3 0 1 1 0 2 0 0 0 0 0 1 9 10 08:15 AM 0 5 1 0 6 1 1 0 0 2 0 2 0 0 2 0 2 0 0 2 0 12 12 08:30 AM 1 2 0 0 3 1 0 0 0 1 0 4 2 2 6 0 0 0 0 0 2 10 12 08:45 AM 1 4 0 0 5 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 0 9 9 Total 3 14 1 0 18 3 2 1 1 6 0 10 3 2 13 0 3 0 0 3 3 40 43 Grand Total 3 26 3 1 32 5 7 1 1 13 2 24 4 3 30 1 7 0 0 8 5 83 88 Apprch %9.4 81.2 9.4 38.5 53.8 7.7 6.7 80 13.3 12.5 87.5 0 Total %3.6 31.3 3.6 38.6 6 8.4 1.2 15.7 2.4 28.9 4.8 36.1 1.2 8.4 0 9.6 5.7 94.3 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 3 0 3 1 4 0 5 1 5 0 6 0 0 0 0 14 07:45 AM 0 7 1 8 0 0 0 0 0 4 1 5 0 1 0 1 14 08:00 AM 1 3 0 4 1 1 1 3 0 1 1 2 0 0 0 0 9 08:15 AM 0 5 1 6 1 1 0 2 0 2 0 2 0 2 0 2 12 Total Volume 1 18 2 21 3 6 1 10 1 12 2 15 0 3 0 3 49 % App. Total 4.8 85.7 9.5 30 60 10 6.7 80 13.3 0 100 0 PHF .250 .643 .500 .656 .750 .375 .250 .500 .250 .600 .500 .625 .000 .375 .000 .375 .875 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-12 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 2 Thru 18 Left 1 InOut Total 13 21 34 Rig h t 1 Th r u 6 Le f t 3 Ou t To t a l In 6 10 16 Left 1 Thru 12 Right 2 Out TotalIn 21 15 36 Le f t 0 Th r u 3 Ri g h t 0 To t a l Ou t In 9 3 12 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-13 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 3 0 3 1 4 0 5 1 5 0 6 0 0 0 0 +15 mins.0 7 1 8 0 0 0 0 0 4 1 5 0 1 0 1 +30 mins.1 3 0 4 1 1 1 3 0 1 1 2 0 0 0 0 +45 mins.0 5 1 6 1 1 0 2 0 2 0 2 0 2 0 2 Total Volume 1 18 2 21 3 6 1 10 1 12 2 15 0 3 0 3 % App. Total 4.8 85.7 9.5 30 60 10 6.7 80 13.3 0 100 0 PHF .250 .643 .500 .656 .750 .375 .250 .500 .250 .600 .500 .625 .000 .375 .000 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-14 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 4 1 0 5 0 3 0 0 3 1 7 2 0 10 0 1 0 0 1 0 19 19 07:15 AM 2 5 3 2 10 0 0 0 0 0 1 8 0 0 9 0 0 1 1 1 3 20 23 07:30 AM 2 8 0 0 10 1 0 0 0 1 0 7 0 0 7 1 3 0 0 4 0 22 22 07:45 AM 2 6 0 0 8 1 1 1 0 3 0 5 2 2 7 2 3 1 0 6 2 24 26 Total 6 23 4 2 33 2 4 1 0 7 2 27 4 2 33 3 7 2 1 12 5 85 90 08:00 AM 0 4 0 0 4 1 3 0 0 4 0 6 0 0 6 1 1 0 0 2 0 16 16 08:15 AM 1 7 0 0 8 2 3 2 1 7 1 3 1 0 5 1 4 0 0 5 1 25 26 08:30 AM 1 9 1 0 11 3 1 1 0 5 1 7 0 0 8 2 3 2 0 7 0 31 31 08:45 AM 0 7 8 3 15 0 4 0 0 4 1 9 2 1 12 3 4 0 0 7 4 38 42 Total 2 27 9 3 38 6 11 3 1 20 3 25 3 1 31 7 12 2 0 21 5 110 115 Grand Total 8 50 13 5 71 8 15 4 1 27 5 52 7 3 64 10 19 4 1 33 10 195 205 Apprch %11.3 70.4 18.3 29.6 55.6 14.8 7.8 81.2 10.9 30.3 57.6 12.1 Total %4.1 25.6 6.7 36.4 4.1 7.7 2.1 13.8 2.6 26.7 3.6 32.8 5.1 9.7 2.1 16.9 4.9 95.1 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 8 0 10 1 0 0 1 0 7 0 7 1 3 0 4 22 07:45 AM 2 6 0 8 1 1 1 3 0 5 2 7 2 3 1 6 24 08:00 AM 0 4 0 4 1 3 0 4 0 6 0 6 1 1 0 2 16 08:15 AM 1 7 0 8 2 3 2 7 1 3 1 5 1 4 0 5 25 Total Volume 5 25 0 30 5 7 3 15 1 21 3 25 5 11 1 17 87 % App. Total 16.7 83.3 0 33.3 46.7 20 4 84 12 29.4 64.7 5.9 PHF .625 .781 .000 .750 .625 .583 .375 .536 .250 .750 .375 .893 .625 .688 .250 .708 .870 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-15 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 0 Thru 25 Left 5 InOut Total 29 30 59 Rig h t 3 Th r u 7 Le f t 5 Ou t To t a l In 19 15 34 Left 1 Thru 21 Right 3 Out TotalIn 31 25 56 Le f t 5 Th r u 11 Ri g h t 1 To t a l Ou t In 8 17 25 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-16 File Name : 01_FON_Che_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.2 8 0 10 1 0 0 1 0 7 0 7 1 3 0 4 +15 mins.2 6 0 8 1 1 1 3 0 5 2 7 2 3 1 6 +30 mins.0 4 0 4 1 3 0 4 0 6 0 6 1 1 0 2 +45 mins.1 7 0 8 2 3 2 7 1 3 1 5 1 4 0 5 Total Volume 5 25 0 30 5 7 3 15 1 21 3 25 5 11 1 17 % App. Total 16.7 83.3 0 33.3 46.7 20 4 84 12 29.4 64.7 5.9 PHF .625 .781 .000 .750 .625 .583 .375 .536 .250 .750 .375 .893 .625 .688 .250 .708 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-17 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 65 121 39 17 225 22 152 31 15 205 48 197 48 27 293 65 236 42 15 343 74 1066 1140 04:15 PM 74 106 33 8 213 38 157 35 20 230 61 154 36 19 251 60 221 40 21 321 68 1015 1083 04:30 PM 78 180 45 19 303 27 143 30 22 200 65 207 52 24 324 35 180 35 17 250 82 1077 1159 04:45 PM 73 98 32 20 203 40 183 33 14 256 54 159 41 24 254 63 220 21 11 304 69 1017 1086 Total 290 505 149 64 944 127 635 129 71 891 228 717 177 94 1122 223 857 138 64 1218 293 4175 4468 05:00 PM 75 113 36 20 224 31 140 35 18 206 67 222 47 23 336 63 200 33 17 296 78 1062 1140 05:15 PM 68 86 31 12 185 34 184 36 20 254 69 196 53 26 318 73 231 23 8 327 66 1084 1150 05:30 PM 52 95 31 20 178 29 145 21 14 195 60 174 49 26 283 55 185 27 15 267 75 923 998 05:45 PM 61 120 32 19 213 34 132 20 14 186 47 168 46 20 261 58 206 25 17 289 70 949 1019 Total 256 414 130 71 800 128 601 112 66 841 243 760 195 95 1198 249 822 108 57 1179 289 4018 4307 Grand Total 546 919 279 135 1744 255 1236 241 137 1732 471 1477 372 189 2320 472 1679 246 121 2397 582 8193 8775 Apprch %31.3 52.7 16 14.7 71.4 13.9 20.3 63.7 16 19.7 70 10.3 Total %6.7 11.2 3.4 21.3 3.1 15.1 2.9 21.1 5.7 18 4.5 28.3 5.8 20.5 3 29.3 6.6 93.4 Passenger Vehicles 537 815 256 1734 240 1206 237 1817 462 1383 350 2375 453 1656 232 2458 0 0 8384 % Passenger Vehicles 98.4 88.7 91.8 93.3 92.3 94.1 97.6 98.3 97.8 97.2 98.1 93.6 94.1 95.2 94.7 96 98.6 94.3 96.7 97.6 0 0 95.5 Large 2 Axle Vehicles 3 30 7 47 3 20 1 25 7 25 4 39 4 16 7 30 0 0 141 % Large 2 Axle Vehicles 0.5 3.3 2.5 5.2 2.5 1.2 1.6 0.4 0.7 1.3 1.5 1.7 1.1 1.6 1.6 0.8 1 2.8 2.5 1.2 0 0 1.6 3 Axle Vehicles 1 30 2 34 7 2 0 9 1 27 8 39 1 1 3 5 0 0 87 % 3 Axle Vehicles 0.2 3.3 0.7 0.7 1.8 2.7 0.2 0 0 0.5 0.2 1.8 2.2 1.6 1.6 0.2 0.1 1.2 0 0.2 0 0 1 4+ Axle Trucks 5 44 14 64 5 8 3 18 1 42 10 56 14 6 4 25 0 0 163 % 4+ Axle Trucks 0.9 4.8 5 0.7 3.4 2 0.6 1.2 1.5 1 0.2 2.8 2.7 1.6 2.2 3 0.4 1.6 0.8 1 0 0 1.9 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 78 180 45 303 27 143 30 200 65 207 52 324 35 180 35 250 1077 04:45 PM 73 98 32 203 40 183 33 256 54 159 41 254 63 220 21 304 1017 05:00 PM 75 113 36 224 31 140 35 206 67 222 47 336 63 200 33 296 1062 05:15 PM 68 86 31 185 34 184 36 254 69 196 53 318 73 231 23 327 1084 Total Volume 294 477 144 915 132 650 134 916 255 784 193 1232 234 831 112 1177 4240 % App. Total 32.1 52.1 15.7 14.4 71 14.6 20.7 63.6 15.7 19.9 70.6 9.5 PHF .942 .663 .800 .755 .825 .883 .931 .895 .924 .883 .910 .917 .801 .899 .800 .900 .978 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-18 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 144 Thru 477 Left 294 InOut Total 1152 915 2067 Rig h t 13 4 Th r u 65 0 Le f t 13 2 Ou t To t a l In 13 1 8 91 6 22 3 4 Left 255 Thru 784 Right 193 Out TotalIn 721 1232 1953 Le f t 23 4 Th r u 83 1 Ri g h t 11 2 To t a l Ou t In 10 4 9 11 7 7 22 2 6 Peak Hour Begins at 04:30 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-19 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:30 PM 04:00 PM +0 mins.65 121 39 225 27 143 30 200 65 207 52 324 65 236 42 343 +15 mins.74 106 33 213 40 183 33 256 54 159 41 254 60 221 40 321 +30 mins.78 180 45 303 31 140 35 206 67 222 47 336 35 180 35 250 +45 mins.73 98 32 203 34 184 36 254 69 196 53 318 63 220 21 304 Total Volume 290 505 149 944 132 650 134 916 255 784 193 1232 223 857 138 1218 % App. Total 30.7 53.5 15.8 14.4 71 14.6 20.7 63.6 15.7 18.3 70.4 11.3 PHF .929 .701 .828 .779 .825 .883 .931 .895 .924 .883 .910 .917 .858 .908 .821 .888 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-20 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 64 104 31 16 199 19 148 30 14 197 46 183 45 25 274 64 233 40 15 337 70 1007 1077 04:15 PM 72 95 31 8 198 34 150 35 20 219 60 139 32 19 231 59 219 36 19 314 66 962 1028 04:30 PM 77 162 44 18 283 27 139 29 21 195 65 194 49 21 308 31 176 32 17 239 77 1025 1102 04:45 PM 71 83 26 17 180 38 178 32 14 248 52 149 40 24 241 60 217 20 11 297 66 966 1032 Total 284 444 132 59 860 118 615 126 69 859 223 665 166 89 1054 214 845 128 62 1187 279 3960 4239 05:00 PM 74 95 35 19 204 30 139 35 18 204 66 210 44 23 320 60 197 32 16 289 76 1017 1093 05:15 PM 66 79 30 12 175 34 180 35 19 249 68 190 53 26 311 69 229 22 8 320 65 1055 1120 05:30 PM 52 82 28 18 162 26 142 21 14 189 59 160 43 23 262 55 181 25 14 261 69 874 943 05:45 PM 61 115 31 18 207 32 130 20 14 182 46 158 44 19 248 55 204 25 17 284 68 921 989 Total 253 371 124 67 748 122 591 111 65 824 239 718 184 91 1141 239 811 104 55 1154 278 3867 4145 Grand Total 537 815 256 126 1608 240 1206 237 134 1683 462 1383 350 180 2195 453 1656 232 117 2341 557 7827 8384 Apprch %33.4 50.7 15.9 14.3 71.7 14.1 21 63 15.9 19.4 70.7 9.9 Total %6.9 10.4 3.3 20.5 3.1 15.4 3 21.5 5.9 17.7 4.5 28 5.8 21.2 3 29.9 6.6 93.4 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 77 162 44 283 27 139 29 195 65 194 49 308 31 176 32 239 1025 04:45 PM 71 83 26 180 38 178 32 248 52 149 40 241 60 217 20 297 966 05:00 PM 74 95 35 204 30 139 35 204 66 210 44 320 60 197 32 289 1017 05:15 PM 66 79 30 175 34 180 35 249 68 190 53 311 69 229 22 320 1055 Total Volume 288 419 135 842 129 636 131 896 251 743 186 1180 220 819 106 1145 4063 % App. Total 34.2 49.8 16 14.4 71 14.6 21.3 63 15.8 19.2 71.5 9.3 PHF .935 .647 .767 .744 .849 .883 .936 .900 .923 .885 .877 .922 .797 .894 .828 .895 .963 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-21 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 135 Thru 419 Left 288 InOut Total 1094 842 1936 Rig h t 13 1 Th r u 63 6 Le f t 12 9 Ou t To t a l In 12 9 3 89 6 21 8 9 Left 251 Thru 743 Right 186 Out TotalIn 654 1180 1834 Le f t 22 0 Th r u 81 9 Ri g h t 10 6 To t a l Ou t In 10 2 2 11 4 5 21 6 7 Peak Hour Begins at 04:30 PM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-22 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins.77 162 44 283 27 139 29 195 65 194 49 308 31 176 32 239 +15 mins.71 83 26 180 38 178 32 248 52 149 40 241 60 217 20 297 +30 mins.74 95 35 204 30 139 35 204 66 210 44 320 60 197 32 289 +45 mins.66 79 30 175 34 180 35 249 68 190 53 311 69 229 22 320 Total Volume 288 419 135 842 129 636 131 896 251 743 186 1180 220 819 106 1145 % App. Total 34.2 49.8 16 14.4 71 14.6 21.3 63 15.8 19.2 71.5 9.3 PHF .935 .647 .767 .744 .849 .883 .936 .900 .923 .885 .877 .922 .797 .894 .828 .895 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-23 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 1 5 1 1 7 0 4 0 0 4 1 4 0 0 5 0 1 1 0 2 1 18 19 04:15 PM 1 4 0 0 5 1 5 0 0 6 1 6 0 0 7 0 1 3 2 4 2 22 24 04:30 PM 1 5 1 1 7 0 2 1 1 3 0 5 0 0 5 0 3 1 0 4 2 19 21 04:45 PM 0 2 2 2 4 0 5 0 0 5 2 2 1 0 5 0 3 0 0 3 2 17 19 Total 3 16 4 4 23 1 16 1 1 18 4 17 1 0 22 0 8 5 2 13 7 76 83 05:00 PM 0 6 1 1 7 0 0 0 0 0 1 4 0 0 5 2 3 1 1 6 2 18 20 05:15 PM 0 1 0 0 1 0 1 0 0 1 0 3 0 0 3 0 1 1 0 2 0 7 7 05:30 PM 0 6 1 1 7 0 3 0 0 3 1 0 2 2 3 0 2 0 0 2 3 15 18 05:45 PM 0 1 1 1 2 2 0 0 0 2 1 1 1 1 3 2 2 0 0 4 2 11 13 Total 0 14 3 3 17 2 4 0 0 6 3 8 3 3 14 4 8 2 1 14 7 51 58 Grand Total 3 30 7 7 40 3 20 1 1 24 7 25 4 3 36 4 16 7 3 27 14 127 141 Apprch %7.5 75 17.5 12.5 83.3 4.2 19.4 69.4 11.1 14.8 59.3 25.9 Total %2.4 23.6 5.5 31.5 2.4 15.7 0.8 18.9 5.5 19.7 3.1 28.3 3.1 12.6 5.5 21.3 9.9 90.1 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 1 5 1 7 0 2 1 3 0 5 0 5 0 3 1 4 19 04:45 PM 0 2 2 4 0 5 0 5 2 2 1 5 0 3 0 3 17 05:00 PM 0 6 1 7 0 0 0 0 1 4 0 5 2 3 1 6 18 05:15 PM 0 1 0 1 0 1 0 1 0 3 0 3 0 1 1 2 7 Total Volume 1 14 4 19 0 8 1 9 3 14 1 18 2 10 3 15 61 % App. Total 5.3 73.7 21.1 0 88.9 11.1 16.7 77.8 5.6 13.3 66.7 20 PHF .250 .583 .500 .679 .000 .400 .250 .450 .375 .700 .250 .900 .250 .833 .750 .625 .803 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-24 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 4 Thru 14 Left 1 InOut Total 17 19 36 Rig h t 1 Th r u 8 Le f t 0 Ou t To t a l In 12 9 21 Left 3 Thru 14 Right 1 Out TotalIn 17 18 35 Le f t 2 Th r u 10 Ri g h t 3 To t a l Ou t In 15 15 30 Peak Hour Begins at 04:30 PM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-25 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins.1 5 1 7 0 2 1 3 0 5 0 5 0 3 1 4 +15 mins.0 2 2 4 0 5 0 5 2 2 1 5 0 3 0 3 +30 mins.0 6 1 7 0 0 0 0 1 4 0 5 2 3 1 6 +45 mins.0 1 0 1 0 1 0 1 0 3 0 3 0 1 1 2 Total Volume 1 14 4 19 0 8 1 9 3 14 1 18 2 10 3 15 % App. Total 5.3 73.7 21.1 0 88.9 11.1 16.7 77.8 5.6 13.3 66.7 20 PHF .250 .583 .500 .679 .000 .400 .250 .450 .375 .700 .250 .900 .250 .833 .750 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-26 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 2 0 0 2 3 0 0 0 3 0 4 0 0 4 0 0 1 0 1 0 10 10 04:15 PM 0 2 0 0 2 0 1 0 0 1 0 6 3 0 9 0 1 1 0 2 0 14 14 04:30 PM 0 7 0 0 7 0 1 0 0 1 0 4 2 2 6 1 0 0 0 1 2 15 17 04:45 PM 0 7 0 0 7 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 11 11 Total 0 18 0 0 18 4 2 0 0 6 0 17 5 2 22 1 1 2 0 4 2 50 52 05:00 PM 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 9 9 05:15 PM 1 0 1 0 2 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 5 5 05:30 PM 0 4 1 1 5 3 0 0 0 3 0 4 2 1 6 0 0 1 0 1 2 15 17 05:45 PM 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 4 4 Total 1 12 2 1 15 3 0 0 0 3 1 10 3 1 14 0 0 1 0 1 2 33 35 Grand Total 1 30 2 1 33 7 2 0 0 9 1 27 8 3 36 1 1 3 0 5 4 83 87 Apprch %3 90.9 6.1 77.8 22.2 0 2.8 75 22.2 20 20 60 Total %1.2 36.1 2.4 39.8 8.4 2.4 0 10.8 1.2 32.5 9.6 43.4 1.2 1.2 3.6 6 4.6 95.4 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 7 0 7 0 1 0 1 0 4 2 6 1 0 0 1 15 04:45 PM 0 7 0 7 1 0 0 1 0 3 0 3 0 0 0 0 11 05:00 PM 0 5 0 5 0 0 0 0 0 4 0 4 0 0 0 0 9 05:15 PM 1 0 1 2 0 0 0 0 1 2 0 3 0 0 0 0 5 Total Volume 1 19 1 21 1 1 0 2 1 13 2 16 1 0 0 1 40 % App. Total 4.8 90.5 4.8 50 50 0 6.2 81.2 12.5 100 0 0 PHF .250 .679 .250 .750 .250 .250 .000 .500 .250 .813 .250 .667 .250 .000 .000 .250 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-27 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 1 Thru 19 Left 1 InOut Total 14 21 35 Rig h t 0 Th r u 1 Le f t 1 Ou t To t a l In 3 2 5 Left 1 Thru 13 Right 2 Out TotalIn 20 16 36 Le f t 1 Th r u 0 Ri g h t 0 To t a l Ou t In 3 1 4 Peak Hour Begins at 04:30 PM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-28 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins.0 7 0 7 0 1 0 1 0 4 2 6 1 0 0 1 +15 mins.0 7 0 7 1 0 0 1 0 3 0 3 0 0 0 0 +30 mins.0 5 0 5 0 0 0 0 0 4 0 4 0 0 0 0 +45 mins.1 0 1 2 0 0 0 0 1 2 0 3 0 0 0 0 Total Volume 1 19 1 21 1 1 0 2 1 13 2 16 1 0 0 1 % App. Total 4.8 90.5 4.8 50 50 0 6.2 81.2 12.5 100 0 0 PHF .250 .679 .250 .750 .250 .250 .000 .500 .250 .813 .250 .667 .250 .000 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-29 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 10 7 0 17 0 0 1 1 1 1 6 3 2 10 1 2 0 0 3 3 31 34 04:15 PM 1 5 2 0 8 3 1 0 0 4 0 3 1 0 4 1 0 0 0 1 0 17 17 04:30 PM 0 6 0 0 6 0 1 0 0 1 0 4 1 1 5 3 1 2 0 6 1 18 19 04:45 PM 2 6 4 1 12 1 0 1 0 2 0 5 0 0 5 3 0 1 0 4 1 23 24 Total 3 27 13 1 43 4 2 2 1 8 1 18 5 3 24 8 3 3 0 14 5 89 94 05:00 PM 1 7 0 0 8 1 1 0 0 2 0 4 3 0 7 1 0 0 0 1 0 18 18 05:15 PM 1 6 0 0 7 0 3 1 1 4 0 1 0 0 1 4 1 0 0 5 1 17 18 05:30 PM 0 3 1 0 4 0 0 0 0 0 0 10 2 0 12 0 2 1 1 3 1 19 20 05:45 PM 0 1 0 0 1 0 2 0 0 2 0 9 0 0 9 1 0 0 0 1 0 13 13 Total 2 17 1 0 20 1 6 1 1 8 0 24 5 0 29 6 3 1 1 10 2 67 69 Grand Total 5 44 14 1 63 5 8 3 2 16 1 42 10 3 53 14 6 4 1 24 7 156 163 Apprch %7.9 69.8 22.2 31.2 50 18.8 1.9 79.2 18.9 58.3 25 16.7 Total %3.2 28.2 9 40.4 3.2 5.1 1.9 10.3 0.6 26.9 6.4 34 9 3.8 2.6 15.4 4.3 95.7 Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 6 0 6 0 1 0 1 0 4 1 5 3 1 2 6 18 04:45 PM 2 6 4 12 1 0 1 2 0 5 0 5 3 0 1 4 23 05:00 PM 1 7 0 8 1 1 0 2 0 4 3 7 1 0 0 1 18 05:15 PM 1 6 0 7 0 3 1 4 0 1 0 1 4 1 0 5 17 Total Volume 4 25 4 33 2 5 2 9 0 14 4 18 11 2 3 16 76 % App. Total 12.1 75.8 12.1 22.2 55.6 22.2 0 77.8 22.2 68.8 12.5 18.8 PHF .500 .893 .250 .688 .500 .417 .500 .563 .000 .700 .333 .643 .688 .500 .375 .667 .826 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-30 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Cherry Avenue Right 4 Thru 25 Left 4 InOut Total 27 33 60 Rig h t 2 Th r u 5 Le f t 2 Ou t To t a l In 10 9 19 Left 0 Thru 14 Right 4 Out TotalIn 30 18 48 Le f t 11 Th r u 2 Ri g h t 3 To t a l Ou t In 9 16 25 Peak Hour Begins at 04:30 PM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-31 File Name : 01_FON_Che_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Cherry Avenue E/W: Foothill Boulevard Weather: Clear Cherry Avenue Southbound Foothill Boulevard Westbound Cherry Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins.0 6 0 6 0 1 0 1 0 4 1 5 3 1 2 6 +15 mins.2 6 4 12 1 0 1 2 0 5 0 5 3 0 1 4 +30 mins.1 7 0 8 1 1 0 2 0 4 3 7 1 0 0 1 +45 mins.1 6 0 7 0 3 1 4 0 1 0 1 4 1 0 5 Total Volume 4 25 4 33 2 5 2 9 0 14 4 18 11 2 3 16 % App. Total 12.1 75.8 12.1 22.2 55.6 22.2 0 77.8 22.2 68.8 12.5 18.8 PHF .500 .893 .250 .688 .500 .417 .500 .563 .000 .700 .333 .643 .688 .500 .375 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-32 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: North Leg East Leg South Leg West Leg Cherry Avenue Miller Avenue Cherry Avenue Miller Avenue Pedestrians Pedestrians Pedestrians Pedestrians 10012 10157 02507 01001 20002 01113 00011 00101 448824 North Leg East Leg South Leg West Leg Cherry Avenue Miller Avenue Cherry Avenue Miller Avenue Pedestrians Pedestrians Pedestrians Pedestrians 10023 00134 00000 00022 00000 00000 10001 01102 212712 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Fontana Cherry Avenue Miller Avenue PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-33 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 000000000000 0 010000000000 1 000000000000 0 000000000000 0 000000000000 0 000100000001 2 010100000001 3 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000010000000 1 010000000000 1 000010010010 3 000000010000 1 000000000000 0 000000000010 1 000000000000 0 010020020020 7 Miller Avenue TOTAL VOLUMES: Cherry Avenue Miller Avenue Cherry Avenue Miller Avenue Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Cherry Avenue Miller Avenue Cherry Avenue Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound Miller Avenue Cherry Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-34 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 3 1 2 2 6 5 195 3 2 203 5 2 10 10 17 6 91 3 1 100 15 326 341 07:15 AM 3 0 3 2 6 6 256 13 3 275 4 2 18 18 24 6 103 1 0 110 23 415 438 07:30 AM 4 1 6 6 11 8 361 12 4 381 4 4 20 13 28 5 134 1 0 140 23 560 583 07:45 AM 7 1 4 3 12 17 363 25 4 405 6 5 14 11 25 11 152 5 0 168 18 610 628 Total 17 3 15 13 35 36 1175 53 13 1264 19 13 62 52 94 28 480 10 1 518 79 1911 1990 08:00 AM 7 0 3 2 10 14 262 15 3 291 9 4 21 14 34 8 142 3 0 153 19 488 507 08:15 AM 8 3 1 0 12 14 202 18 1 234 3 3 7 7 13 13 127 6 0 146 8 405 413 08:30 AM 9 2 6 6 17 8 149 17 0 174 4 2 5 3 11 9 109 3 0 121 9 323 332 08:45 AM 20 0 8 6 28 8 175 16 1 199 7 3 5 4 15 12 125 4 0 141 11 383 394 Total 44 5 18 14 67 44 788 66 5 898 23 12 38 28 73 42 503 16 0 561 47 1599 1646 Grand Total 61 8 33 27 102 80 1963 119 18 2162 42 25 100 80 167 70 983 26 1 1079 126 3510 3636 Apprch %59.8 7.8 32.4 3.7 90.8 5.5 25.1 15 59.9 6.5 91.1 2.4 Total %1.7 0.2 0.9 2.9 2.3 55.9 3.4 61.6 1.2 0.7 2.8 4.8 2 28 0.7 30.7 3.5 96.5 Passenger Vehicles 57 7 30 119 80 1920 114 2131 42 24 99 244 65 914 24 1004 0 0 3498 % Passenger Vehicles 93.4 87.5 90.9 92.6 92.2 100 97.8 95.8 94.4 97.8 100 96 99 98.8 98.8 92.9 93 92.3 100 93 0 0 96.2 Large 2 Axle Vehicles 2 1 1 5 0 21 4 26 0 1 1 3 2 39 2 43 0 0 77 % Large 2 Axle Vehicles 3.3 12.5 3 3.7 3.9 0 1.1 3.4 5.6 1.2 0 4 1 1.2 1.2 2.9 4 7.7 0 4 0 0 2.1 3 Axle Vehicles 2 0 1 3 0 6 1 7 0 0 0 0 1 10 0 11 0 0 21 % 3 Axle Vehicles 3.3 0 3 0 2.3 0 0.3 0.8 0 0.3 0 0 0 0 0 1.4 1 0 0 1 0 0 0.6 4+ Axle Trucks 0 0 1 2 0 16 0 16 0 0 0 0 2 20 0 22 0 0 40 % 4+ Axle Trucks 0 0 3 3.7 1.6 0 0.8 0 0 0.7 0 0 0 0 0 2.9 2 0 0 2 0 0 1.1 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 3 0 3 6 6 256 13 275 4 2 18 24 6 103 1 110 415 07:30 AM 4 1 6 11 8 361 12 381 4 4 20 28 5 134 1 140 560 07:45 AM 7 1 4 12 17 363 25 405 6 5 14 25 11 152 5 168 610 08:00 AM 7 0 3 10 14 262 15 291 9 4 21 34 8 142 3 153 488 Total Volume 21 2 16 39 45 1242 65 1352 23 15 73 111 30 531 10 571 2073 % App. Total 53.8 5.1 41 3.3 91.9 4.8 20.7 13.5 65.8 5.3 93 1.8 PHF .750 .500 .667 .813 .662 .855 .650 .835 .639 .750 .869 .816 .682 .873 .500 .850 .850 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-35 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 16 Thru 2 Left 21 InOut Total 110 39 149 Rig h t 65 Th r u 12 4 2 Le f t 45 Ou t To t a l In 62 5 13 5 2 19 7 7 Left 23 Thru 15 Right 73 Out TotalIn 57 111 168 Le f t 30 Th r u 53 1 Ri g h t 10 To t a l Ou t In 12 8 1 57 1 18 5 2 Peak Hour Begins at 07:15 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-36 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:15 AM 07:15 AM 07:30 AM +0 mins.7 0 3 10 6 256 13 275 4 2 18 24 5 134 1 140 +15 mins.8 3 1 12 8 361 12 381 4 4 20 28 11 152 5 168 +30 mins.9 2 6 17 17 363 25 405 6 5 14 25 8 142 3 153 +45 mins.20 0 8 28 14 262 15 291 9 4 21 34 13 127 6 146 Total Volume 44 5 18 67 45 1242 65 1352 23 15 73 111 37 555 15 607 % App. Total 65.7 7.5 26.9 3.3 91.9 4.8 20.7 13.5 65.8 6.1 91.4 2.5 PHF .550 .417 .563 .598 .662 .855 .650 .835 .639 .750 .869 .816 .712 .913 .625 .903 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-37 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 3 1 1 1 5 5 189 3 2 197 5 2 9 9 16 5 85 3 1 93 13 311 324 07:15 AM 3 0 1 1 4 6 253 11 2 270 4 2 18 18 24 6 94 1 0 101 21 399 420 07:30 AM 3 0 6 6 9 8 355 11 4 374 4 4 20 13 28 5 126 1 0 132 23 543 566 07:45 AM 6 1 4 3 11 17 357 24 4 398 6 4 14 11 24 11 142 5 0 158 18 591 609 Total 15 2 12 11 29 36 1154 49 12 1239 19 12 61 51 92 27 447 10 1 484 75 1844 1919 08:00 AM 6 0 3 2 9 14 255 15 3 284 9 4 21 14 34 8 135 3 0 146 19 473 492 08:15 AM 8 3 1 0 12 14 196 18 1 228 3 3 7 7 13 12 118 5 0 135 8 388 396 08:30 AM 8 2 6 6 16 8 142 17 0 167 4 2 5 3 11 8 99 2 0 109 9 303 312 08:45 AM 20 0 8 6 28 8 173 15 1 196 7 3 5 4 15 10 115 4 0 129 11 368 379 Total 42 5 18 14 65 44 766 65 5 875 23 12 38 28 73 38 467 14 0 519 47 1532 1579 Grand Total 57 7 30 25 94 80 1920 114 17 2114 42 24 99 79 165 65 914 24 1 1003 122 3376 3498 Apprch %60.6 7.4 31.9 3.8 90.8 5.4 25.5 14.5 60 6.5 91.1 2.4 Total %1.7 0.2 0.9 2.8 2.4 56.9 3.4 62.6 1.2 0.7 2.9 4.9 1.9 27.1 0.7 29.7 3.5 96.5 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 3 0 1 4 6 253 11 270 4 2 18 24 6 94 1 101 399 07:30 AM 3 0 6 9 8 355 11 374 4 4 20 28 5 126 1 132 543 07:45 AM 6 1 4 11 17 357 24 398 6 4 14 24 11 142 5 158 591 08:00 AM 6 0 3 9 14 255 15 284 9 4 21 34 8 135 3 146 473 Total Volume 18 1 14 33 45 1220 61 1326 23 14 73 110 30 497 10 537 2006 % App. Total 54.5 3 42.4 3.4 92 4.6 20.9 12.7 66.4 5.6 92.6 1.9 PHF .750 .250 .583 .750 .662 .854 .635 .833 .639 .875 .869 .809 .682 .875 .500 .850 .849 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-38 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 14 Thru 1 Left 18 InOut Total 105 33 138 Rig h t 61 Th r u 12 2 0 Le f t 45 Ou t To t a l In 58 8 13 2 6 19 1 4 Left 23 Thru 14 Right 73 Out TotalIn 56 110 166 Le f t 30 Th r u 49 7 Ri g h t 10 To t a l Ou t In 12 5 7 53 7 17 9 4 Peak Hour Begins at 07:15 AM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-39 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.3 0 1 4 6 253 11 270 4 2 18 24 6 94 1 101 +15 mins.3 0 6 9 8 355 11 374 4 4 20 28 5 126 1 132 +30 mins.6 1 4 11 17 357 24 398 6 4 14 24 11 142 5 158 +45 mins.6 0 3 9 14 255 15 284 9 4 21 34 8 135 3 146 Total Volume 18 1 14 33 45 1220 61 1326 23 14 73 110 30 497 10 537 % App. Total 54.5 3 42.4 3.4 92 4.6 20.9 12.7 66.4 5.6 92.6 1.9 PHF .750 .250 .583 .750 .662 .854 .635 .833 .639 .875 .869 .809 .682 .875 .500 .850 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-40 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 4 0 0 4 0 0 1 1 1 0 3 0 0 3 1 8 9 07:15 AM 0 0 1 1 1 0 2 2 1 4 0 0 0 0 0 0 5 0 0 5 2 10 12 07:30 AM 1 1 0 0 2 0 3 1 0 4 0 0 0 0 0 0 5 0 0 5 0 11 11 07:45 AM 1 0 0 0 1 0 2 0 0 2 0 1 0 0 1 0 6 0 0 6 0 10 10 Total 2 1 1 1 4 0 11 3 1 14 0 1 1 1 2 0 19 0 0 19 3 39 42 08:00 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 6 0 0 6 0 10 10 08:15 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 1 0 5 0 7 7 08:30 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 1 0 5 0 8 8 08:45 AM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 2 6 0 0 8 0 10 10 Total 0 0 0 0 0 0 10 1 0 11 0 0 0 0 0 2 20 2 0 24 0 35 35 Grand Total 2 1 1 1 4 0 21 4 1 25 0 1 1 1 2 2 39 2 0 43 3 74 77 Apprch %50 25 25 0 84 16 0 50 50 4.7 90.7 4.7 Total %2.7 1.4 1.4 5.4 0 28.4 5.4 33.8 0 1.4 1.4 2.7 2.7 52.7 2.7 58.1 3.9 96.1 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 1 1 0 2 2 4 0 0 0 0 0 5 0 5 10 07:30 AM 1 1 0 2 0 3 1 4 0 0 0 0 0 5 0 5 11 07:45 AM 1 0 0 1 0 2 0 2 0 1 0 1 0 6 0 6 10 08:00 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 6 0 6 10 Total Volume 2 1 1 4 0 11 3 14 0 1 0 1 0 22 0 22 41 % App. Total 50 25 25 0 78.6 21.4 0 100 0 0 100 0 PHF .500 .250 .250 .500 .000 .688 .375 .875 .000 .250 .000 .250 .000 .917 .000 .917 .932 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-41 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 1 Thru 1 Left 2 InOut Total 4 4 8 Rig h t 3 Th r u 11 Le f t 0 Ou t To t a l In 24 14 38 Left 0 Thru 1 Right 0 Out TotalIn 1 1 2 Le f t 0 Th r u 22 Ri g h t 0 To t a l Ou t In 12 22 34 Peak Hour Begins at 07:15 AM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-42 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 1 1 0 2 2 4 0 0 0 0 0 5 0 5 +15 mins.1 1 0 2 0 3 1 4 0 0 0 0 0 5 0 5 +30 mins.1 0 0 1 0 2 0 2 0 1 0 1 0 6 0 6 +45 mins.0 0 0 0 0 4 0 4 0 0 0 0 0 6 0 6 Total Volume 2 1 1 4 0 11 3 14 0 1 0 1 0 22 0 22 % App. Total 50 25 25 0 78.6 21.4 0 100 0 0 100 0 PHF .500 .250 .250 .500 .000 .688 .375 .875 .000 .250 .000 .250 .000 .917 .000 .917 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-43 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 07:15 AM 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 4 4 07:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 07:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 Total 0 0 1 0 1 0 3 1 0 4 0 0 0 0 0 0 5 0 0 5 0 10 10 08:00 AM 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 2 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 08:30 AM 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 1 2 0 0 3 0 6 6 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 Total 2 0 0 0 2 0 3 0 0 3 0 0 0 0 0 1 5 0 0 6 0 11 11 Grand Total 2 0 1 0 3 0 6 1 0 7 0 0 0 0 0 1 10 0 0 11 0 21 21 Apprch %66.7 0 33.3 0 85.7 14.3 0 0 0 9.1 90.9 0 Total %9.5 0 4.8 14.3 0 28.6 4.8 33.3 0 0 0 0 4.8 47.6 0 52.4 0 100 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 2 0 2 4 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 08:00 AM 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2 Total Volume 1 0 1 2 0 4 1 5 0 0 0 0 0 4 0 4 11 % App. Total 50 0 50 0 80 20 0 0 0 0 100 0 PHF .250 .000 .250 .500 .000 .500 .250 .625 .000 .000 .000 .000 .000 .500 .000 .500 .688 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-44 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 1 Thru 0 Left 1 InOut Total 1 2 3 Rig h t 1 Th r u 4 Le f t 0 Ou t To t a l In 5 5 10 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 4 Ri g h t 0 To t a l Ou t In 5 4 9 Peak Hour Begins at 07:15 AM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-45 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 1 1 0 1 0 1 0 0 0 0 0 2 0 2 +15 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +30 mins.0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 +45 mins.1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 Total Volume 1 0 1 2 0 4 1 5 0 0 0 0 0 4 0 4 % App. Total 50 0 50 0 80 20 0 0 0 0 100 0 PHF .250 .000 .250 .500 .000 .500 .250 .625 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-46 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 1 1 1 0 2 0 0 2 0 0 0 0 0 1 2 0 0 3 1 6 7 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 07:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 3 3 07:45 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 0 7 7 Total 0 0 1 1 1 0 7 0 0 7 0 0 0 0 0 1 9 0 0 10 1 18 19 08:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 08:15 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 1 3 0 0 4 0 8 8 08:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 6 6 08:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 4 4 Total 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 1 11 0 0 12 0 21 21 Grand Total 0 0 1 1 1 0 16 0 0 16 0 0 0 0 0 2 20 0 0 22 1 39 40 Apprch %0 0 100 0 100 0 0 0 0 9.1 90.9 0 Total %0 0 2.6 2.6 0 41 0 41 0 0 0 0 5.1 51.3 0 56.4 2.5 97.5 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 07:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 3 0 3 7 08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 Total Volume 0 0 0 0 0 7 0 7 0 0 0 0 0 8 0 8 15 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .438 .000 .438 .000 .000 .000 .000 .000 .667 .000 .667 .536 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-47 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Rig h t 0 Th r u 7 Le f t 0 Ou t To t a l In 8 7 15 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 8 Ri g h t 0 To t a l Ou t In 7 8 15 Peak Hour Begins at 07:15 AM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-48 File Name : 02_FON_Hem_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 +30 mins.0 0 0 0 0 4 0 4 0 0 0 0 0 3 0 3 +45 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 7 0 7 0 0 0 0 0 8 0 8 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .438 .000 .438 .000 .000 .000 .000 .000 .667 .000 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-49 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 29 6 8 7 43 16 155 27 2 198 6 4 10 7 20 9 289 8 4 306 20 567 587 04:15 PM 28 2 10 4 40 7 166 8 1 181 5 0 9 6 14 23 271 7 1 301 12 536 548 04:30 PM 27 2 10 6 39 8 170 7 2 185 5 4 9 9 18 15 318 7 1 340 18 582 600 04:45 PM 28 3 13 8 44 17 185 11 1 213 6 1 8 7 15 13 249 9 4 271 20 543 563 Total 112 13 41 25 166 48 676 53 6 777 22 9 36 29 67 60 1127 31 10 1218 70 2228 2298 05:00 PM 24 7 8 5 39 8 169 3 0 180 11 2 10 7 23 9 260 8 2 277 14 519 533 05:15 PM 23 1 6 4 30 12 159 4 0 175 8 2 13 10 23 15 295 9 2 319 16 547 563 05:30 PM 10 2 4 3 16 10 172 3 0 185 4 1 5 4 10 3 279 10 1 292 8 503 511 05:45 PM 12 0 2 1 14 11 186 4 0 201 5 0 9 9 14 6 273 4 0 283 10 512 522 Total 69 10 20 13 99 41 686 14 0 741 28 5 37 30 70 33 1107 31 5 1171 48 2081 2129 Grand Total 181 23 61 38 265 89 1362 67 6 1518 50 14 73 59 137 93 2234 62 15 2389 118 4309 4427 Apprch %68.3 8.7 23 5.9 89.7 4.4 36.5 10.2 53.3 3.9 93.5 2.6 Total %4.2 0.5 1.4 6.1 2.1 31.6 1.6 35.2 1.2 0.3 1.7 3.2 2.2 51.8 1.4 55.4 2.7 97.3 Passenger Vehicles 175 22 60 295 87 1335 64 1492 50 13 71 191 87 2208 60 2370 0 0 4348 % Passenger Vehicles 96.7 95.7 98.4 100 97.4 97.8 98 95.5 100 97.9 100 92.9 97.3 96.6 97.4 93.5 98.8 96.8 100 98.6 0 0 98.2 Large 2 Axle Vehicles 4 1 0 5 2 16 3 21 0 1 2 5 1 15 2 18 0 0 49 % Large 2 Axle Vehicles 2.2 4.3 0 0 1.7 2.2 1.2 4.5 0 1.4 0 7.1 2.7 3.4 2.6 1.1 0.7 3.2 0 0.7 0 0 1.1 3 Axle Vehicles 0 0 0 0 0 4 0 4 0 0 0 0 2 4 0 6 0 0 10 % 3 Axle Vehicles 0 0 0 0 0 0 0.3 0 0 0.3 0 0 0 0 0 2.2 0.2 0 0 0.2 0 0 0.2 4+ Axle Trucks 2 0 1 3 0 7 0 7 0 0 0 0 3 7 0 10 0 0 20 % 4+ Axle Trucks 1.1 0 1.6 0 1 0 0.5 0 0 0.5 0 0 0 0 0 3.2 0.3 0 0 0.4 0 0 0.5 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 29 6 8 43 16 155 27 198 6 4 10 20 9 289 8 306 567 04:15 PM 28 2 10 40 7 166 8 181 5 0 9 14 23 271 7 301 536 04:30 PM 27 2 10 39 8 170 7 185 5 4 9 18 15 318 7 340 582 04:45 PM 28 3 13 44 17 185 11 213 6 1 8 15 13 249 9 271 543 Total Volume 112 13 41 166 48 676 53 777 22 9 36 67 60 1127 31 1218 2228 % App. Total 67.5 7.8 24.7 6.2 87 6.8 32.8 13.4 53.7 4.9 92.5 2.5 PHF .966 .542 .788 .943 .706 .914 .491 .912 .917 .563 .900 .838 .652 .886 .861 .896 .957 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-50 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 41 Thru 13 Left 112 InOut Total 122 166 288 Rig h t 53 Th r u 67 6 Le f t 48 Ou t To t a l In 12 7 5 77 7 20 5 2 Left 22 Thru 9 Right 36 Out TotalIn 92 67 159 Le f t 60 Th r u 11 2 7 Ri g h t 31 To t a l Ou t In 73 9 12 1 8 19 5 7 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-51 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:30 PM 04:00 PM +0 mins.29 6 8 43 16 155 27 198 5 4 9 18 9 289 8 306 +15 mins.28 2 10 40 7 166 8 181 6 1 8 15 23 271 7 301 +30 mins.27 2 10 39 8 170 7 185 11 2 10 23 15 318 7 340 +45 mins.28 3 13 44 17 185 11 213 8 2 13 23 13 249 9 271 Total Volume 112 13 41 166 48 676 53 777 30 9 40 79 60 1127 31 1218 % App. Total 67.5 7.8 24.7 6.2 87 6.8 38 11.4 50.6 4.9 92.5 2.5 PHF .966 .542 .788 .943 .706 .914 .491 .912 .682 .563 .769 .859 .652 .886 .861 .896 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-52 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 29 5 8 7 42 15 150 24 2 189 6 4 9 6 19 9 285 8 4 302 19 552 571 04:15 PM 26 2 9 4 37 7 159 8 1 174 5 0 9 6 14 20 268 6 1 294 12 519 531 04:30 PM 27 2 10 6 39 8 167 7 2 182 5 4 9 9 18 15 315 7 1 337 18 576 594 04:45 PM 26 3 13 8 42 17 183 11 1 211 6 0 8 7 14 12 246 9 4 267 20 534 554 Total 108 12 40 25 160 47 659 50 6 756 22 8 35 28 65 56 1114 30 10 1200 69 2181 2250 05:00 PM 24 7 8 5 39 8 167 3 0 178 11 2 10 7 23 8 256 8 2 272 14 512 526 05:15 PM 22 1 6 4 29 11 157 4 0 172 8 2 13 10 23 14 293 9 2 316 16 540 556 05:30 PM 10 2 4 3 16 10 168 3 0 181 4 1 5 4 10 3 275 9 1 287 8 494 502 05:45 PM 11 0 2 1 13 11 184 4 0 199 5 0 8 8 13 6 270 4 0 280 9 505 514 Total 67 10 20 13 97 40 676 14 0 730 28 5 36 29 69 31 1094 30 5 1155 47 2051 2098 Grand Total 175 22 60 38 257 87 1335 64 6 1486 50 13 71 57 134 87 2208 60 15 2355 116 4232 4348 Apprch %68.1 8.6 23.3 5.9 89.8 4.3 37.3 9.7 53 3.7 93.8 2.5 Total %4.1 0.5 1.4 6.1 2.1 31.5 1.5 35.1 1.2 0.3 1.7 3.2 2.1 52.2 1.4 55.6 2.7 97.3 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 29 5 8 42 15 150 24 189 6 4 9 19 9 285 8 302 552 04:15 PM 26 2 9 37 7 159 8 174 5 0 9 14 20 268 6 294 519 04:30 PM 27 2 10 39 8 167 7 182 5 4 9 18 15 315 7 337 576 04:45 PM 26 3 13 42 17 183 11 211 6 0 8 14 12 246 9 267 534 Total Volume 108 12 40 160 47 659 50 756 22 8 35 65 56 1114 30 1200 2181 % App. Total 67.5 7.5 25 6.2 87.2 6.6 33.8 12.3 53.8 4.7 92.8 2.5 PHF .931 .600 .769 .952 .691 .900 .521 .896 .917 .500 .972 .855 .700 .884 .833 .890 .947 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-53 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 40 Thru 12 Left 108 InOut Total 114 160 274 Rig h t 50 Th r u 65 9 Le f t 47 Ou t To t a l In 12 5 7 75 6 20 1 3 Left 22 Thru 8 Right 35 Out TotalIn 89 65 154 Le f t 56 Th r u 11 1 4 Ri g h t 30 To t a l Ou t In 72 1 12 0 0 19 2 1 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-54 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.29 5 8 42 15 150 24 189 6 4 9 19 9 285 8 302 +15 mins.26 2 9 37 7 159 8 174 5 0 9 14 20 268 6 294 +30 mins.27 2 10 39 8 167 7 182 5 4 9 18 15 315 7 337 +45 mins.26 3 13 42 17 183 11 211 6 0 8 14 12 246 9 267 Total Volume 108 12 40 160 47 659 50 756 22 8 35 65 56 1114 30 1200 % App. Total 67.5 7.5 25 6.2 87.2 6.6 33.8 12.3 53.8 4.7 92.8 2.5 PHF .931 .600 .769 .952 .691 .900 .521 .896 .917 .500 .972 .855 .700 .884 .833 .890 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-55 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 1 0 0 1 1 2 3 0 6 0 0 1 1 1 0 3 0 0 3 1 11 12 04:15 PM 1 0 0 0 1 0 5 0 0 5 0 0 0 0 0 0 1 1 0 2 0 8 8 04:30 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 04:45 PM 2 0 0 0 2 0 2 0 0 2 0 1 0 0 1 1 1 0 0 2 0 7 7 Total 3 1 0 0 4 1 11 3 0 15 0 1 1 1 2 1 6 1 0 8 1 29 30 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 3 05:15 PM 1 0 0 0 1 1 1 0 0 2 0 0 0 0 0 0 1 0 0 1 0 4 4 05:30 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 2 1 0 3 0 6 6 05:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 0 3 0 0 3 1 5 6 Total 1 0 0 0 1 1 5 0 0 6 0 0 1 1 1 0 9 1 0 10 1 18 19 Grand Total 4 1 0 0 5 2 16 3 0 21 0 1 2 2 3 1 15 2 0 18 2 47 49 Apprch %80 20 0 9.5 76.2 14.3 0 33.3 66.7 5.6 83.3 11.1 Total %8.5 2.1 0 10.6 4.3 34 6.4 44.7 0 2.1 4.3 6.4 2.1 31.9 4.3 38.3 4.1 95.9 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 1 0 1 1 2 3 6 0 0 1 1 0 3 0 3 11 04:15 PM 1 0 0 1 0 5 0 5 0 0 0 0 0 1 1 2 8 04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 04:45 PM 2 0 0 2 0 2 0 2 0 1 0 1 1 1 0 2 7 Total Volume 3 1 0 4 1 11 3 15 0 1 1 2 1 6 1 8 29 % App. Total 75 25 0 6.7 73.3 20 0 50 50 12.5 75 12.5 PHF .375 .250 .000 .500 .250 .550 .250 .625 .000 .250 .250 .500 .250 .500 .250 .667 .659 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-56 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 0 Thru 1 Left 3 InOut Total 5 4 9 Rig h t 3 Th r u 11 Le f t 1 Ou t To t a l In 10 15 25 Left 0 Thru 1 Right 1 Out TotalIn 3 2 5 Le f t 1 Th r u 6 Ri g h t 1 To t a l Ou t In 11 8 19 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-57 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 1 0 1 1 2 3 6 0 0 1 1 0 3 0 3 +15 mins.1 0 0 1 0 5 0 5 0 0 0 0 0 1 1 2 +30 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +45 mins.2 0 0 2 0 2 0 2 0 1 0 1 1 1 0 2 Total Volume 3 1 0 4 1 11 3 15 0 1 1 2 1 6 1 8 % App. Total 75 25 0 6.7 73.3 20 0 50 50 12.5 75 12.5 PHF .375 .250 .000 .500 .250 .550 .250 .625 .000 .250 .250 .500 .250 .500 .250 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-58 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 04:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 1 0 0 3 0 4 4 04:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 2 2 0 0 4 0 7 7 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 3 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 3 3 Grand Total 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 2 4 0 0 6 0 10 10 Apprch %0 0 0 0 100 0 0 0 0 33.3 66.7 0 Total %0 0 0 0 0 40 0 40 0 0 0 0 20 40 0 60 0 100 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 2 1 0 3 4 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 2 2 0 4 7 % App. Total 0 0 0 0 100 0 0 0 0 50 50 0 PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .250 .500 .000 .333 .438 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-59 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 0 Thru 0 Left 0 InOut Total 2 0 2 Rig h t 0 Th r u 3 Le f t 0 Ou t To t a l In 2 3 5 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 2 Th r u 2 Ri g h t 0 To t a l Ou t In 3 4 7 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-60 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 2 1 0 3 +30 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 2 2 0 4 % App. Total 0 0 0 0 100 0 0 0 0 50 50 0 PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .250 .500 .000 .333 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-61 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 04:15 PM 1 0 1 0 2 0 1 0 0 1 0 0 0 0 0 1 1 0 0 2 0 5 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 Total 1 0 1 0 2 0 3 0 0 3 0 0 0 0 0 1 5 0 0 6 0 11 11 05:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 1 0 0 2 0 4 4 05:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1 0 0 2 0 3 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 2 Total 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 2 2 0 0 4 0 9 9 Grand Total 2 0 1 0 3 0 7 0 0 7 0 0 0 0 0 3 7 0 0 10 0 20 20 Apprch %66.7 0 33.3 0 100 0 0 0 0 30 70 0 Total %10 0 5 15 0 35 0 35 0 0 0 0 15 35 0 50 0 100 Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 04:15 PM 1 0 1 2 0 1 0 1 0 0 0 0 1 1 0 2 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 Total Volume 1 0 1 2 0 3 0 3 0 0 0 0 1 5 0 6 11 % App. Total 50 0 50 0 100 0 0 0 0 16.7 83.3 0 PHF .250 .000 .250 .250 .000 .375 .000 .375 .000 .000 .000 .000 .250 .625 .000 .750 .550 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-62 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Hemlock Avenue Right 1 Thru 0 Left 1 InOut Total 1 2 3 Rig h t 0 Th r u 3 Le f t 0 Ou t To t a l In 6 3 9 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 1 Th r u 5 Ri g h t 0 To t a l Ou t In 4 6 10 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-63 File Name : 02_FON_Hem_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Hemlock Avenue E/W: Foothill Boulevard Weather: Clear Hemlock Avenue Southbound Foothill Boulevard Westbound Hemlock Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +15 mins.1 0 1 2 0 1 0 1 0 0 0 0 1 1 0 2 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 Total Volume 1 0 1 2 0 3 0 3 0 0 0 0 1 5 0 6 % App. Total 50 0 50 0 100 0 0 0 0 16.7 83.3 0 PHF .250 .000 .250 .250 .000 .375 .000 .375 .000 .000 .000 .000 .250 .625 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-64 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: North Leg East Leg South Leg West Leg Hemlock Avenue Miller Avenue Hemlock Avenue Miller Avenue Pedestrians Pedestrians Pedestrians Pedestrians 02013 00000 00000 10012 00000 00000 00000 00000 12025 North Leg East Leg South Leg West Leg Hemlock Avenue Miller Avenue Hemlock Avenue Miller Avenue Pedestrians Pedestrians Pedestrians Pedestrians 00000 00000 00000 00000 00101 00000 00000 10001 10102 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Fontana Hemlock Avenue Miller Avenue PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-65 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000010000000 1 000000000000 0 000010000000 1 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000010000000 1 000000000100 1 000010000000 1 000000000010 1 000000000000 0 000000000000 0 000000000010 1 000000000000 0 000020000120 5 Miller Avenue TOTAL VOLUMES: Hemlock Avenue Miller Avenue Hemlock Avenue Miller Avenue Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Hemlock Avenue Miller Avenue Hemlock Avenue Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound Miller Avenue Hemlock Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-66 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 2 3 6 2 164 2 168 12 5 5 22 10 78 5 93 289 07:15 AM 3 0 9 12 5 198 3 206 6 3 4 13 10 102 9 121 352 07:30 AM 1 0 11 12 9 332 2 343 10 4 9 23 14 121 6 141 519 07:45 AM 2 2 12 16 21 323 6 350 13 7 7 27 14 120 10 144 537 Total 7 4 35 46 37 1017 13 1067 41 19 25 85 48 421 30 499 1697 08:00 AM 4 2 5 11 13 220 7 240 13 9 3 25 17 154 10 181 457 08:15 AM 2 2 3 7 10 195 0 205 6 9 3 18 13 150 7 170 400 08:30 AM 6 3 7 16 10 152 0 162 5 2 2 9 12 136 12 160 347 08:45 AM 4 2 2 8 8 163 5 176 6 5 5 16 10 108 12 130 330 Total 16 9 17 42 41 730 12 783 30 25 13 68 52 548 41 641 1534 Grand Total 23 13 52 88 78 1747 25 1850 71 44 38 153 100 969 71 1140 3231 Apprch %26.1 14.8 59.1 4.2 94.4 1.4 46.4 28.8 24.8 8.8 85 6.2 Total %0.7 0.4 1.6 2.7 2.4 54.1 0.8 57.3 2.2 1.4 1.2 4.7 3.1 30 2.2 35.3 Passenger Vehicles 20 13 27 60 77 1700 24 1801 66 42 37 145 88 921 70 1079 3085 % Passenger Vehicles 87 100 51.9 68.2 98.7 97.3 96 97.4 93 95.5 97.4 94.8 88 95 98.6 94.6 95.5 Large 2 Axle Vehicles 2 0 12 14 1 28 0 29 0 0 1 1 5 31 1 37 81 % Large 2 Axle Vehicles 8.7 0 23.1 15.9 1.3 1.6 0 1.6 0 0 2.6 0.7 5 3.2 1.4 3.2 2.5 3 Axle Vehicles 0 0 0 0 0 6 0 6 5 2 0 7 0 0 0 0 13 % 3 Axle Vehicles 0 0 0 0 0 0.3 0 0.3 7 4.5 0 4.6 0 0 0 0 0.4 4+ Axle Trucks 1 0 13 14 0 13 1 14 0 0 0 0 7 17 0 24 52 % 4+ Axle Trucks 4.3 0 25 15.9 0 0.7 4 0.8 0 0 0 0 7 1.8 0 2.1 1.6 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 1 0 11 12 9 332 2 343 10 4 9 23 14 121 6 141 519 07:45 AM 2 2 12 16 21 323 6 350 13 7 7 27 14 120 10 144 537 08:00 AM 4 2 5 11 13 220 7 240 13 9 3 25 17 154 10 181 457 08:15 AM 2 2 3 7 10 195 0 205 6 9 3 18 13 150 7 170 400 Total Volume 9 6 31 46 53 1070 15 1138 42 29 22 93 58 545 33 636 1913 % App. Total 19.6 13 67.4 4.7 94 1.3 45.2 31.2 23.7 9.1 85.7 5.2 PHF .563 .750 .646 .719 .631 .806 .536 .813 .808 .806 .611 .861 .853 .885 .825 .878 .891 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-67 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 31 Thru 6 Left 9 InOut Total 102 46 148 Ri g h t 15 Th r u 10 7 0 Le f t 53 Ou t To t a l In 57 6 11 3 8 17 1 4 Left 42 Thru 29 Right 22 Out TotalIn 92 93 185 Le f t 58 Th r u 54 5 Rig h t 33 To t a l Ou t In 11 4 3 63 6 17 7 9 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:30 AM 07:45 AM +0 mins.3 0 9 12 5 198 3 206 10 4 9 23 14 120 10 144 +15 mins.1 0 11 12 9 332 2 343 13 7 7 27 17 154 10 181 +30 mins.2 2 12 16 21 323 6 350 13 9 3 25 13 150 7 170 +45 mins.4 2 5 11 13 220 7 240 6 9 3 18 12 136 12 160 Total Volume 10 4 37 51 48 1073 18 1139 42 29 22 93 56 560 39 655 % App. Total 19.6 7.8 72.5 4.2 94.2 1.6 45.2 31.2 23.7 8.5 85.5 6 PHF .625 .500 .771 .797 .571 .808 .643 .814 .808 .806 .611 .861 .824 .909 .813 .905 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-68 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 2 2 5 2 155 2 159 9 5 4 18 10 76 5 91 273 07:15 AM 2 0 4 6 5 196 3 204 6 3 4 13 9 95 9 113 336 07:30 AM 1 0 4 5 9 320 2 331 9 4 9 22 12 117 5 134 492 07:45 AM 2 2 6 10 21 320 5 346 13 7 7 27 11 114 10 135 518 Total 6 4 16 26 37 991 12 1040 37 19 24 80 42 402 29 473 1619 08:00 AM 3 2 4 9 13 215 7 235 13 9 3 25 16 148 10 174 443 08:15 AM 2 2 2 6 10 187 0 197 6 7 3 16 12 140 7 159 378 08:30 AM 5 3 4 12 9 148 0 157 5 2 2 9 9 128 12 149 327 08:45 AM 4 2 1 7 8 159 5 172 5 5 5 15 9 103 12 124 318 Total 14 9 11 34 40 709 12 761 29 23 13 65 46 519 41 606 1466 Grand Total 20 13 27 60 77 1700 24 1801 66 42 37 145 88 921 70 1079 3085 Apprch %33.3 21.7 45 4.3 94.4 1.3 45.5 29 25.5 8.2 85.4 6.5 Total %0.6 0.4 0.9 1.9 2.5 55.1 0.8 58.4 2.1 1.4 1.2 4.7 2.9 29.9 2.3 35 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 1 0 4 5 9 320 2 331 9 4 9 22 12 117 5 134 492 07:45 AM 2 2 6 10 21 320 5 346 13 7 7 27 11 114 10 135 518 08:00 AM 3 2 4 9 13 215 7 235 13 9 3 25 16 148 10 174 443 08:15 AM 2 2 2 6 10 187 0 197 6 7 3 16 12 140 7 159 378 Total Volume 8 6 16 30 53 1042 14 1109 41 27 22 90 51 519 32 602 1831 % App. Total 26.7 20 53.3 4.8 94 1.3 45.6 30 24.4 8.5 86.2 5.3 PHF .667 .750 .667 .750 .631 .814 .500 .801 .788 .750 .611 .833 .797 .877 .800 .865 .884 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-69 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 16 Thru 6 Left 8 InOut Total 92 30 122 Ri g h t 14 Th r u 10 4 2 Le f t 53 Ou t To t a l In 54 9 11 0 9 16 5 8 Left 41 Thru 27 Right 22 Out TotalIn 91 90 181 Le f t 51 Th r u 51 9 Rig h t 32 To t a l Ou t In 10 9 9 60 2 17 0 1 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.1 0 4 5 9 320 2 331 9 4 9 22 12 117 5 134 +15 mins.2 2 6 10 21 320 5 346 13 7 7 27 11 114 10 135 +30 mins.3 2 4 9 13 215 7 235 13 9 3 25 16 148 10 174 +45 mins.2 2 2 6 10 187 0 197 6 7 3 16 12 140 7 159 Total Volume 8 6 16 30 53 1042 14 1109 41 27 22 90 51 519 32 602 % App. Total 26.7 20 53.3 4.8 94 1.3 45.6 30 24.4 8.5 86.2 5.3 PHF .667 .750 .667 .750 .631 .814 .500 .801 .788 .750 .611 .833 .797 .877 .800 .865 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-70 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 4 0 4 0 0 1 1 0 2 0 2 7 07:15 AM 1 0 2 3 0 1 0 1 0 0 0 0 0 4 0 4 8 07:30 AM 0 0 4 4 0 7 0 7 0 0 0 0 1 2 1 4 15 07:45 AM 0 0 3 3 0 3 0 3 0 0 0 0 1 4 0 5 11 Total 1 0 9 10 0 15 0 15 0 0 1 1 2 12 1 15 41 08:00 AM 1 0 0 1 0 2 0 2 0 0 0 0 1 4 0 5 8 08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 8 0 8 12 08:30 AM 0 0 2 2 1 3 0 4 0 0 0 0 2 5 0 7 13 08:45 AM 0 0 1 1 0 4 0 4 0 0 0 0 0 2 0 2 7 Total 1 0 3 4 1 13 0 14 0 0 0 0 3 19 0 22 40 Grand Total 2 0 12 14 1 28 0 29 0 0 1 1 5 31 1 37 81 Apprch %14.3 0 85.7 3.4 96.6 0 0 0 100 13.5 83.8 2.7 Total %2.5 0 14.8 17.3 1.2 34.6 0 35.8 0 0 1.2 1.2 6.2 38.3 1.2 45.7 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 4 4 0 7 0 7 0 0 0 0 1 2 1 4 15 07:45 AM 0 0 3 3 0 3 0 3 0 0 0 0 1 4 0 5 11 08:00 AM 1 0 0 1 0 2 0 2 0 0 0 0 1 4 0 5 8 08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 8 0 8 12 Total Volume 1 0 7 8 0 16 0 16 0 0 0 0 3 18 1 22 46 % App. Total 12.5 0 87.5 0 100 0 0 0 0 13.6 81.8 4.5 PHF .250 .000 .438 .500 .000 .571 .000 .571 .000 .000 .000 .000 .750 .563 .250 .688 .767 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-71 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 7 Thru 0 Left 1 InOut Total 3 8 11 Ri g h t 0 Th r u 16 Le f t 0 Ou t To t a l In 19 16 35 Left 0 Thru 0 Right 0 Out TotalIn 1 0 1 Le f t 3 Th r u 18 Rig h t 1 To t a l Ou t In 23 22 45 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 4 4 0 7 0 7 0 0 0 0 1 2 1 4 +15 mins.0 0 3 3 0 3 0 3 0 0 0 0 1 4 0 5 +30 mins.1 0 0 1 0 2 0 2 0 0 0 0 1 4 0 5 +45 mins.0 0 0 0 0 4 0 4 0 0 0 0 0 8 0 8 Total Volume 1 0 7 8 0 16 0 16 0 0 0 0 3 18 1 22 % App. Total 12.5 0 87.5 0 100 0 0 0 0 13.6 81.8 4.5 PHF .250 .000 .438 .500 .000 .571 .000 .571 .000 .000 .000 .000 .750 .563 .250 .688 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-72 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 4 0 4 3 0 0 3 0 0 0 0 7 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 2 0 2 1 0 0 1 0 0 0 0 3 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 6 0 6 4 0 0 4 0 0 0 0 10 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 3 Grand Total 0 0 0 0 0 6 0 6 5 2 0 7 0 0 0 0 13 Apprch %0 0 0 0 100 0 71.4 28.6 0 0 0 0 Total %0 0 0 0 0 46.2 0 46.2 38.5 15.4 0 53.8 0 0 0 0 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 2 0 2 1 0 0 1 0 0 0 0 3 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 Total Volume 0 0 0 0 0 2 0 2 1 2 0 3 0 0 0 0 5 % App. Total 0 0 0 0 100 0 33.3 66.7 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .250 .250 .000 .375 .000 .000 .000 .000 .417 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-73 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 0 Thru 0 Left 0 InOut Total 2 0 2 Ri g h t 0 Th r u 2 Le f t 0 Ou t To t a l In 0 2 2 Left 1 Thru 2 Right 0 Out TotalIn 0 3 3 Le f t 0 Th r u 0 Rig h t 0 To t a l Ou t In 3 0 3 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 2 0 2 1 0 0 1 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 Total Volume 0 0 0 0 0 2 0 2 1 2 0 3 0 0 0 0 % App. Total 0 0 0 0 100 0 33.3 66.7 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .250 .250 .000 .375 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-74 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 2 07:15 AM 0 0 3 3 0 1 0 1 0 0 0 0 1 3 0 4 8 07:30 AM 0 0 3 3 0 3 0 3 0 0 0 0 1 2 0 3 9 07:45 AM 0 0 3 3 0 0 1 1 0 0 0 0 2 2 0 4 8 Total 0 0 10 10 0 5 1 6 0 0 0 0 4 7 0 11 27 08:00 AM 0 0 1 1 0 3 0 3 0 0 0 0 0 2 0 2 6 08:15 AM 0 0 1 1 0 4 0 4 0 0 0 0 1 2 0 3 8 08:30 AM 1 0 1 2 0 1 0 1 0 0 0 0 1 3 0 4 7 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 4 4 Total 1 0 3 4 0 8 0 8 0 0 0 0 3 10 0 13 25 Grand Total 1 0 13 14 0 13 1 14 0 0 0 0 7 17 0 24 52 Apprch %7.1 0 92.9 0 92.9 7.1 0 0 0 29.2 70.8 0 Total %1.9 0 25 26.9 0 25 1.9 26.9 0 0 0 0 13.5 32.7 0 46.2 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 3 3 0 3 0 3 0 0 0 0 1 2 0 3 9 07:45 AM 0 0 3 3 0 0 1 1 0 0 0 0 2 2 0 4 8 08:00 AM 0 0 1 1 0 3 0 3 0 0 0 0 0 2 0 2 6 08:15 AM 0 0 1 1 0 4 0 4 0 0 0 0 1 2 0 3 8 Total Volume 0 0 8 8 0 10 1 11 0 0 0 0 4 8 0 12 31 % App. Total 0 0 100 0 90.9 9.1 0 0 0 33.3 66.7 0 PHF .000 .000 .667 .667 .000 .625 .250 .688 .000 .000 .000 .000 .500 1.00 .000 .750 .861 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-75 File Name : 01_FON_Red_FH AM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 8 Thru 0 Left 0 InOut Total 5 8 13 Ri g h t 1 Th r u 10 Le f t 0 Ou t To t a l In 8 11 19 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 4 Th r u 8 Rig h t 0 To t a l Ou t In 18 12 30 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 3 3 0 3 0 3 0 0 0 0 1 2 0 3 +15 mins.0 0 3 3 0 0 1 1 0 0 0 0 2 2 0 4 +30 mins.0 0 1 1 0 3 0 3 0 0 0 0 0 2 0 2 +45 mins.0 0 1 1 0 4 0 4 0 0 0 0 1 2 0 3 Total Volume 0 0 8 8 0 10 1 11 0 0 0 0 4 8 0 12 % App. Total 0 0 100 0 90.9 9.1 0 0 0 33.3 66.7 0 PHF .000 .000 .667 .667 .000 .625 .250 .688 .000 .000 .000 .000 .500 1.000 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-76 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 12 5 17 34 12 189 7 208 13 8 9 30 9 292 9 310 582 04:15 PM 0 3 8 11 7 180 5 192 16 11 15 42 11 307 22 340 585 04:30 PM 8 7 10 25 19 197 5 221 21 8 8 37 5 299 14 318 601 04:45 PM 6 5 10 21 20 194 3 217 13 8 9 30 10 315 17 342 610 Total 26 20 45 91 58 760 20 838 63 35 41 139 35 1213 62 1310 2378 05:00 PM 5 3 14 22 10 177 3 190 17 9 6 32 7 292 9 308 552 05:15 PM 3 3 4 10 18 150 3 171 18 6 3 27 6 308 17 331 539 05:30 PM 2 2 13 17 11 168 5 184 18 8 3 29 3 300 16 319 549 05:45 PM 2 4 4 10 21 175 4 200 13 2 4 19 4 293 19 316 545 Total 12 12 35 59 60 670 15 745 66 25 16 107 20 1193 61 1274 2185 Grand Total 38 32 80 150 118 1430 35 1583 129 60 57 246 55 2406 123 2584 4563 Apprch %25.3 21.3 53.3 7.5 90.3 2.2 52.4 24.4 23.2 2.1 93.1 4.8 Total %0.8 0.7 1.8 3.3 2.6 31.3 0.8 34.7 2.8 1.3 1.2 5.4 1.2 52.7 2.7 56.6 Passenger Vehicles 35 28 71 134 117 1386 34 1537 128 58 57 243 46 2376 122 2544 4458 % Passenger Vehicles 92.1 87.5 88.8 89.3 99.2 96.9 97.1 97.1 99.2 96.7 100 98.8 83.6 98.8 99.2 98.5 97.7 Large 2 Axle Vehicles 1 1 1 3 1 26 0 27 1 1 0 2 4 17 1 22 54 % Large 2 Axle Vehicles 2.6 3.1 1.2 2 0.8 1.8 0 1.7 0.8 1.7 0 0.8 7.3 0.7 0.8 0.9 1.2 3 Axle Vehicles 0 3 4 7 0 8 0 8 0 1 0 1 1 5 0 6 22 % 3 Axle Vehicles 0 9.4 5 4.7 0 0.6 0 0.5 0 1.7 0 0.4 1.8 0.2 0 0.2 0.5 4+ Axle Trucks 2 0 4 6 0 10 1 11 0 0 0 0 4 8 0 12 29 % 4+ Axle Trucks 5.3 0 5 4 0 0.7 2.9 0.7 0 0 0 0 7.3 0.3 0 0.5 0.6 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 12 5 17 34 12 189 7 208 13 8 9 30 9 292 9 310 582 04:15 PM 0 3 8 11 7 180 5 192 16 11 15 42 11 307 22 340 585 04:30 PM 8 7 10 25 19 197 5 221 21 8 8 37 5 299 14 318 601 04:45 PM 6 5 10 21 20 194 3 217 13 8 9 30 10 315 17 342 610 Total Volume 26 20 45 91 58 760 20 838 63 35 41 139 35 1213 62 1310 2378 % App. Total 28.6 22 49.5 6.9 90.7 2.4 45.3 25.2 29.5 2.7 92.6 4.7 PHF .542 .714 .662 .669 .725 .964 .714 .948 .750 .795 .683 .827 .795 .963 .705 .958 .975 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-77 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 45 Thru 20 Left 26 InOut Total 90 91 181 Ri g h t 20 Th r u 76 0 Le f t 58 Ou t To t a l In 12 8 0 83 8 21 1 8 Left 63 Thru 35 Right 41 Out TotalIn 140 139 279 Le f t 35 Th r u 12 1 3 Rig h t 62 To t a l Ou t In 86 8 13 1 0 21 7 8 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:15 PM 04:00 PM +0 mins.12 5 17 34 12 189 7 208 16 11 15 42 9 292 9 310 +15 mins.0 3 8 11 7 180 5 192 21 8 8 37 11 307 22 340 +30 mins.8 7 10 25 19 197 5 221 13 8 9 30 5 299 14 318 +45 mins.6 5 10 21 20 194 3 217 17 9 6 32 10 315 17 342 Total Volume 26 20 45 91 58 760 20 838 67 36 38 141 35 1213 62 1310 % App. Total 28.6 22 49.5 6.9 90.7 2.4 47.5 25.5 27 2.7 92.6 4.7 PHF .542 .714 .662 .669 .725 .964 .714 .948 .798 .818 .633 .839 .795 .963 .705 .958 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-78 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 12 5 14 31 12 181 7 200 13 8 9 30 7 288 9 304 565 04:15 PM 0 3 7 10 7 177 5 189 16 11 15 42 10 301 21 332 573 04:30 PM 7 6 9 22 19 192 5 216 21 8 8 37 5 296 14 315 590 04:45 PM 6 3 10 19 20 187 3 210 13 8 9 30 9 306 17 332 591 Total 25 17 40 82 58 737 20 815 63 35 41 139 31 1191 61 1283 2319 05:00 PM 4 3 12 19 10 170 2 182 16 7 6 29 4 290 9 303 533 05:15 PM 3 2 3 8 17 146 3 166 18 6 3 27 4 306 17 327 528 05:30 PM 1 2 13 16 11 162 5 178 18 8 3 29 3 296 16 315 538 05:45 PM 2 4 3 9 21 171 4 196 13 2 4 19 4 293 19 316 540 Total 10 11 31 52 59 649 14 722 65 23 16 104 15 1185 61 1261 2139 Grand Total 35 28 71 134 117 1386 34 1537 128 58 57 243 46 2376 122 2544 4458 Apprch %26.1 20.9 53 7.6 90.2 2.2 52.7 23.9 23.5 1.8 93.4 4.8 Total %0.8 0.6 1.6 3 2.6 31.1 0.8 34.5 2.9 1.3 1.3 5.5 1 53.3 2.7 57.1 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 12 5 14 31 12 181 7 200 13 8 9 30 7 288 9 304 565 04:15 PM 0 3 7 10 7 177 5 189 16 11 15 42 10 301 21 332 573 04:30 PM 7 6 9 22 19 192 5 216 21 8 8 37 5 296 14 315 590 04:45 PM 6 3 10 19 20 187 3 210 13 8 9 30 9 306 17 332 591 Total Volume 25 17 40 82 58 737 20 815 63 35 41 139 31 1191 61 1283 2319 % App. Total 30.5 20.7 48.8 7.1 90.4 2.5 45.3 25.2 29.5 2.4 92.8 4.8 PHF .521 .708 .714 .661 .725 .960 .714 .943 .750 .795 .683 .827 .775 .973 .726 .966 .981 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-79 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 40 Thru 17 Left 25 InOut Total 86 82 168 Ri g h t 20 Th r u 73 7 Le f t 58 Ou t To t a l In 12 5 7 81 5 20 7 2 Left 63 Thru 35 Right 41 Out TotalIn 136 139 275 Le f t 31 Th r u 11 9 1 Rig h t 61 To t a l Ou t In 84 0 12 8 3 21 2 3 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.12 5 14 31 12 181 7 200 13 8 9 30 7 288 9 304 +15 mins.0 3 7 10 7 177 5 189 16 11 15 42 10 301 21 332 +30 mins.7 6 9 22 19 192 5 216 21 8 8 37 5 296 14 315 +45 mins.6 3 10 19 20 187 3 210 13 8 9 30 9 306 17 332 Total Volume 25 17 40 82 58 737 20 815 63 35 41 139 31 1191 61 1283 % App. Total 30.5 20.7 48.8 7.1 90.4 2.5 45.3 25.2 29.5 2.4 92.8 4.8 PHF .521 .708 .714 .661 .725 .960 .714 .943 .750 .795 .683 .827 .775 .973 .726 .966 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-80 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 2 0 2 8 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 3 1 5 6 04:30 PM 0 0 1 1 0 3 0 3 0 0 0 0 0 2 0 2 6 04:45 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 6 0 6 10 Total 0 0 1 1 0 14 0 14 0 0 0 0 1 13 1 15 30 05:00 PM 0 0 0 0 0 3 0 3 1 1 0 2 2 0 0 2 7 05:15 PM 0 1 0 1 1 3 0 4 0 0 0 0 1 1 0 2 7 05:30 PM 1 0 0 1 0 2 0 2 0 0 0 0 0 3 0 3 6 05:45 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4 Total 1 1 0 2 1 12 0 13 1 1 0 2 3 4 0 7 24 Grand Total 1 1 1 3 1 26 0 27 1 1 0 2 4 17 1 22 54 Apprch %33.3 33.3 33.3 3.7 96.3 0 50 50 0 18.2 77.3 4.5 Total %1.9 1.9 1.9 5.6 1.9 48.1 0 50 1.9 1.9 0 3.7 7.4 31.5 1.9 40.7 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 2 0 2 8 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 3 1 5 6 04:30 PM 0 0 1 1 0 3 0 3 0 0 0 0 0 2 0 2 6 04:45 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 6 0 6 10 Total Volume 0 0 1 1 0 14 0 14 0 0 0 0 1 13 1 15 30 % App. Total 0 0 100 0 100 0 0 0 0 6.7 86.7 6.7 PHF .000 .000 .250 .250 .000 .583 .000 .583 .000 .000 .000 .000 .250 .542 .250 .625 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-81 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 1 Thru 0 Left 0 InOut Total 1 1 2 Ri g h t 0 Th r u 14 Le f t 0 Ou t To t a l In 13 14 27 Left 0 Thru 0 Right 0 Out TotalIn 1 0 1 Le f t 1 Th r u 13 Rig h t 1 To t a l Ou t In 15 15 30 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 6 0 6 0 0 0 0 0 2 0 2 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 1 3 1 5 +30 mins.0 0 1 1 0 3 0 3 0 0 0 0 0 2 0 2 +45 mins.0 0 0 0 0 4 0 4 0 0 0 0 0 6 0 6 Total Volume 0 0 1 1 0 14 0 14 0 0 0 0 1 13 1 15 % App. Total 0 0 100 0 100 0 0 0 0 6.7 86.7 6.7 PHF .000 .000 .250 .250 .000 .583 .000 .583 .000 .000 .000 .000 .250 .542 .250 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-82 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 PM 0 2 0 2 0 2 0 2 0 0 0 0 0 1 0 1 5 Total 0 3 0 3 0 5 0 5 0 0 0 0 0 3 0 3 11 05:00 PM 0 0 2 2 0 2 0 2 0 1 0 1 0 1 0 1 6 05:15 PM 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 2 3 05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 4 4 0 3 0 3 0 1 0 1 1 2 0 3 11 Grand Total 0 3 4 7 0 8 0 8 0 1 0 1 1 5 0 6 22 Apprch %0 42.9 57.1 0 100 0 0 100 0 16.7 83.3 0 Total %0 13.6 18.2 31.8 0 36.4 0 36.4 0 4.5 0 4.5 4.5 22.7 0 27.3 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 PM 0 2 0 2 0 2 0 2 0 0 0 0 0 1 0 1 5 Total Volume 0 3 0 3 0 5 0 5 0 0 0 0 0 3 0 3 11 % App. Total 0 100 0 0 100 0 0 0 0 0 100 0 PHF .000 .375 .000 .375 .000 .625 .000 .625 .000 .000 .000 .000 .000 .750 .000 .750 .550 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-83 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 0 Thru 3 Left 0 InOut Total 0 3 3 Ri g h t 0 Th r u 5 Le f t 0 Ou t To t a l In 3 5 8 Left 0 Thru 0 Right 0 Out TotalIn 3 0 3 Le f t 0 Th r u 3 Rig h t 0 To t a l Ou t In 5 3 8 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +15 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +30 mins.0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 2 0 2 0 2 0 2 0 0 0 0 0 1 0 1 Total Volume 0 3 0 3 0 5 0 5 0 0 0 0 0 3 0 3 % App. Total 0 100 0 0 100 0 0 0 0 0 100 0 PHF .000 .375 .000 .375 .000 .625 .000 .625 .000 .000 .000 .000 .000 .750 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-84 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 1 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 3 3 0 1 0 1 0 0 0 0 2 1 0 3 7 04:15 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 3 04:30 PM 1 0 0 1 0 2 0 2 0 0 0 0 0 1 0 1 4 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 2 0 3 4 Total 1 0 4 5 0 4 0 4 0 0 0 0 3 6 0 9 18 05:00 PM 1 0 0 1 0 2 1 3 0 0 0 0 1 1 0 2 6 05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 0 0 1 0 6 1 7 0 0 0 0 1 2 0 3 11 Grand Total 2 0 4 6 0 10 1 11 0 0 0 0 4 8 0 12 29 Apprch %33.3 0 66.7 0 90.9 9.1 0 0 0 33.3 66.7 0 Total %6.9 0 13.8 20.7 0 34.5 3.4 37.9 0 0 0 0 13.8 27.6 0 41.4 Redwood Avenue Southbound Foothill Boulevard Westbound Redwood Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 3 3 0 1 0 1 0 0 0 0 2 1 0 3 7 04:15 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 3 04:30 PM 1 0 0 1 0 2 0 2 0 0 0 0 0 1 0 1 4 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 2 0 3 4 Total Volume 1 0 4 5 0 4 0 4 0 0 0 0 3 6 0 9 18 % App. Total 20 0 80 0 100 0 0 0 0 33.3 66.7 0 PHF .250 .000 .333 .417 .000 .500 .000 .500 .000 .000 .000 .000 .375 .750 .000 .750 .643 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-85 File Name : 01_FON_Red_FH PM Site Code : 05122856 Start Date : 1/27/2022 Page No : 2 City of Fontana N/S: Redwood Avenue E/W: Foothill Boulevard Weather: Clear Redwood Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Redwood Avenue Right 4 Thru 0 Left 1 InOut Total 3 5 8 Ri g h t 0 Th r u 4 Le f t 0 Ou t To t a l In 7 4 11 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 3 Th r u 6 Rig h t 0 To t a l Ou t In 8 9 17 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 3 3 0 1 0 1 0 0 0 0 2 1 0 3 +15 mins.0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 +30 mins.1 0 0 1 0 2 0 2 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 1 0 1 0 0 0 0 1 2 0 3 Total Volume 1 0 4 5 0 4 0 4 0 0 0 0 3 6 0 9 % App. Total 20 0 80 0 100 0 0 0 0 33.3 66.7 0 PHF .250 .000 .333 .417 .000 .500 .000 .500 .000 .000 .000 .000 .375 .750 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-86 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 43 205 0 248 4 0 14 18 0 92 10 102 368 07:15 AM 0 0 0 0 48 256 0 304 6 0 18 24 1 93 12 106 434 07:30 AM 0 0 0 0 56 391 0 447 5 0 25 30 0 136 9 145 622 07:45 AM 0 0 0 0 44 363 0 407 13 0 32 45 0 149 15 164 616 Total 0 0 0 0 191 1215 0 1406 28 0 89 117 1 470 46 517 2040 08:00 AM 0 0 0 0 41 271 0 312 10 0 24 34 0 156 7 163 509 08:15 AM 0 0 0 0 34 221 0 255 8 0 27 35 0 139 6 145 435 08:30 AM 0 0 0 0 34 200 0 234 5 0 15 20 0 116 13 129 383 08:45 AM 0 0 0 0 31 187 0 218 3 0 17 20 0 142 15 157 395 Total 0 0 0 0 140 879 0 1019 26 0 83 109 0 553 41 594 1722 Grand Total 0 0 0 0 331 2094 0 2425 54 0 172 226 1 1023 87 1111 3762 Apprch %0 0 0 13.6 86.4 0 23.9 0 76.1 0.1 92.1 7.8 Total %0 0 0 0 8.8 55.7 0 64.5 1.4 0 4.6 6 0 27.2 2.3 29.5 Passenger Vehicles 0 0 0 0 320 2044 0 2364 49 0 159 208 1 959 79 1039 3611 % Passenger Vehicles 0 0 0 0 96.7 97.6 0 97.5 90.7 0 92.4 92 100 93.7 90.8 93.5 96 Large 2 Axle Vehicles 0 0 0 0 8 30 0 38 4 0 11 15 0 36 4 40 93 % Large 2 Axle Vehicles 0 0 0 0 2.4 1.4 0 1.6 7.4 0 6.4 6.6 0 3.5 4.6 3.6 2.5 3 Axle Vehicles 0 0 0 0 2 7 0 9 1 0 1 2 0 9 2 11 22 % 3 Axle Vehicles 0 0 0 0 0.6 0.3 0 0.4 1.9 0 0.6 0.9 0 0.9 2.3 1 0.6 4+ Axle Trucks 0 0 0 0 1 13 0 14 0 0 1 1 0 19 2 21 36 % 4+ Axle Trucks 0 0 0 0 0.3 0.6 0 0.6 0 0 0.6 0.4 0 1.9 2.3 1.9 1 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 56 391 0 447 5 0 25 30 0 136 9 145 622 07:45 AM 0 0 0 0 44 363 0 407 13 0 32 45 0 149 15 164 616 08:00 AM 0 0 0 0 41 271 0 312 10 0 24 34 0 156 7 163 509 08:15 AM 0 0 0 0 34 221 0 255 8 0 27 35 0 139 6 145 435 Total Volume 0 0 0 0 175 1246 0 1421 36 0 108 144 0 580 37 617 2182 % App. Total 0 0 0 12.3 87.7 0 25 0 75 0 94 6 PHF .000 .000 .000 .000 .781 .797 .000 .795 .692 .000 .844 .800 .000 .929 .617 .941 .877 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-87 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 12 4 6 Le f t 17 5 Ou t To t a l In 68 8 14 2 1 21 0 9 Left 36 Thru 0 Right 108 Out TotalIn 212 144 356 Le f t 0 Th r u 58 0 Rig h t 37 To t a l Ou t In 12 8 2 61 7 18 9 9 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 48 256 0 304 5 0 25 30 0 136 9 145 +15 mins.0 0 0 0 56 391 0 447 13 0 32 45 0 149 15 164 +30 mins.0 0 0 0 44 363 0 407 10 0 24 34 0 156 7 163 +45 mins.0 0 0 0 41 271 0 312 8 0 27 35 0 139 6 145 Total Volume 0 0 0 0 189 1281 0 1470 36 0 108 144 0 580 37 617 % App. Total 0 0 0 12.9 87.1 0 25 0 75 0 94 6 PHF .000 .000 .000 .000 .844 .819 .000 .822 .692 .000 .844 .800 .000 .929 .617 .941 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-88 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 43 201 0 244 4 0 12 16 0 85 9 94 354 07:15 AM 0 0 0 0 47 251 0 298 5 0 18 23 1 85 11 97 418 07:30 AM 0 0 0 0 53 382 0 435 5 0 24 29 0 131 8 139 603 07:45 AM 0 0 0 0 44 357 0 401 12 0 29 41 0 137 14 151 593 Total 0 0 0 0 187 1191 0 1378 26 0 83 109 1 438 42 481 1968 08:00 AM 0 0 0 0 40 261 0 301 7 0 22 29 0 149 6 155 485 08:15 AM 0 0 0 0 31 216 0 247 8 0 24 32 0 130 6 136 415 08:30 AM 0 0 0 0 34 192 0 226 5 0 13 18 0 106 12 118 362 08:45 AM 0 0 0 0 28 184 0 212 3 0 17 20 0 136 13 149 381 Total 0 0 0 0 133 853 0 986 23 0 76 99 0 521 37 558 1643 Grand Total 0 0 0 0 320 2044 0 2364 49 0 159 208 1 959 79 1039 3611 Apprch %0 0 0 13.5 86.5 0 23.6 0 76.4 0.1 92.3 7.6 Total %0 0 0 0 8.9 56.6 0 65.5 1.4 0 4.4 5.8 0 26.6 2.2 28.8 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 53 382 0 435 5 0 24 29 0 131 8 139 603 07:45 AM 0 0 0 0 44 357 0 401 12 0 29 41 0 137 14 151 593 08:00 AM 0 0 0 0 40 261 0 301 7 0 22 29 0 149 6 155 485 08:15 AM 0 0 0 0 31 216 0 247 8 0 24 32 0 130 6 136 415 Total Volume 0 0 0 0 168 1216 0 1384 32 0 99 131 0 547 34 581 2096 % App. Total 0 0 0 12.1 87.9 0 24.4 0 75.6 0 94.1 5.9 PHF .000 .000 .000 .000 .792 .796 .000 .795 .667 .000 .853 .799 .000 .918 .607 .937 .869 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-89 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 12 1 6 Le f t 16 8 Ou t To t a l In 64 6 13 8 4 20 3 0 Left 32 Thru 0 Right 99 Out TotalIn 202 131 333 Le f t 0 Th r u 54 7 Rig h t 34 To t a l Ou t In 12 4 8 58 1 18 2 9 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 53 382 0 435 5 0 24 29 0 131 8 139 +15 mins.0 0 0 0 44 357 0 401 12 0 29 41 0 137 14 151 +30 mins.0 0 0 0 40 261 0 301 7 0 22 29 0 149 6 155 +45 mins.0 0 0 0 31 216 0 247 8 0 24 32 0 130 6 136 Total Volume 0 0 0 0 168 1216 0 1384 32 0 99 131 0 547 34 581 % App. Total 0 0 0 12.1 87.9 0 24.4 0 75.6 0 94.1 5.9 PHF .000 .000 .000 .000 .792 .796 .000 .795 .667 .000 .853 .799 .000 .918 .607 .937 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-90 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 4 0 4 0 0 2 2 0 3 1 4 10 07:15 AM 0 0 0 0 1 4 0 5 1 0 0 1 0 5 0 5 11 07:30 AM 0 0 0 0 3 6 0 9 0 0 1 1 0 3 1 4 14 07:45 AM 0 0 0 0 0 3 0 3 0 0 2 2 0 8 0 8 13 Total 0 0 0 0 4 17 0 21 1 0 5 6 0 19 2 21 48 08:00 AM 0 0 0 0 1 6 0 7 3 0 1 4 0 5 1 6 17 08:15 AM 0 0 0 0 1 1 0 2 0 0 3 3 0 4 0 4 9 08:30 AM 0 0 0 0 0 4 0 4 0 0 2 2 0 5 0 5 11 08:45 AM 0 0 0 0 2 2 0 4 0 0 0 0 0 3 1 4 8 Total 0 0 0 0 4 13 0 17 3 0 6 9 0 17 2 19 45 Grand Total 0 0 0 0 8 30 0 38 4 0 11 15 0 36 4 40 93 Apprch %0 0 0 21.1 78.9 0 26.7 0 73.3 0 90 10 Total %0 0 0 0 8.6 32.3 0 40.9 4.3 0 11.8 16.1 0 38.7 4.3 43 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 3 6 0 9 0 0 1 1 0 3 1 4 14 07:45 AM 0 0 0 0 0 3 0 3 0 0 2 2 0 8 0 8 13 08:00 AM 0 0 0 0 1 6 0 7 3 0 1 4 0 5 1 6 17 08:15 AM 0 0 0 0 1 1 0 2 0 0 3 3 0 4 0 4 9 Total Volume 0 0 0 0 5 16 0 21 3 0 7 10 0 20 2 22 53 % App. Total 0 0 0 23.8 76.2 0 30 0 70 0 90.9 9.1 PHF .000 .000 .000 .000 .417 .667 .000 .583 .250 .000 .583 .625 .000 .625 .500 .688 .779 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-91 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 16 Le f t 5 Ou t To t a l In 27 21 48 Left 3 Thru 0 Right 7 Out TotalIn 7 10 17 Le f t 0 Th r u 20 Rig h t 2 To t a l Ou t In 19 22 41 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 3 6 0 9 0 0 1 1 0 3 1 4 +15 mins.0 0 0 0 0 3 0 3 0 0 2 2 0 8 0 8 +30 mins.0 0 0 0 1 6 0 7 3 0 1 4 0 5 1 6 +45 mins.0 0 0 0 1 1 0 2 0 0 3 3 0 4 0 4 Total Volume 0 0 0 0 5 16 0 21 3 0 7 10 0 20 2 22 % App. Total 0 0 0 23.8 76.2 0 30 0 70 0 90.9 9.1 PHF .000 .000 .000 .000 .417 .667 .000 .583 .250 .000 .583 .625 .000 .625 .500 .688 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-92 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 07:45 AM 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 1 3 Total 0 0 0 0 0 3 0 3 1 0 1 2 0 5 0 5 10 08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 08:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 2 0 2 4 08:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 1 2 4 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 0 0 0 2 4 0 6 0 0 0 0 0 4 2 6 12 Grand Total 0 0 0 0 2 7 0 9 1 0 1 2 0 9 2 11 22 Apprch %0 0 0 22.2 77.8 0 50 0 50 0 81.8 18.2 Total %0 0 0 0 9.1 31.8 0 40.9 4.5 0 4.5 9.1 0 40.9 9.1 50 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 07:45 AM 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 1 3 08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 08:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 2 0 2 4 Total Volume 0 0 0 0 2 4 0 6 1 0 1 2 0 5 0 5 13 % App. Total 0 0 0 33.3 66.7 0 50 0 50 0 100 0 PHF .000 .000 .000 .000 .250 .500 .000 .750 .250 .000 .250 .250 .000 .625 .000 .625 .813 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-93 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 4 Le f t 2 Ou t To t a l In 6 6 12 Left 1 Thru 0 Right 1 Out TotalIn 2 2 4 Le f t 0 Th r u 5 Rig h t 0 To t a l Ou t In 5 5 10 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +15 mins.0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 1 +30 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 2 0 0 2 0 0 0 0 0 2 0 2 Total Volume 0 0 0 0 2 4 0 6 1 0 1 2 0 5 0 5 % App. Total 0 0 0 33.3 66.7 0 50 0 50 0 100 0 PHF .000 .000 .000 .000 .250 .500 .000 .750 .250 .000 .250 .250 .000 .625 .000 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-94 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2 07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 07:45 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 1 4 7 Total 0 0 0 0 0 4 0 4 0 0 0 0 0 8 2 10 14 08:00 AM 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 3 0 3 7 08:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6 08:45 AM 0 0 0 0 1 1 0 2 0 0 0 0 0 3 0 3 5 Total 0 0 0 0 1 9 0 10 0 0 1 1 0 11 0 11 22 Grand Total 0 0 0 0 1 13 0 14 0 0 1 1 0 19 2 21 36 Apprch %0 0 0 7.1 92.9 0 0 0 100 0 90.5 9.5 Total %0 0 0 0 2.8 36.1 0 38.9 0 0 2.8 2.8 0 52.8 5.6 58.3 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 07:45 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 1 4 7 08:00 AM 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 3 0 3 7 Total Volume 0 0 0 0 0 10 0 10 0 0 1 1 0 8 1 9 20 % App. Total 0 0 0 0 100 0 0 0 100 0 88.9 11.1 PHF .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .250 .250 .000 .667 .250 .563 .714 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-95 File Name : 04_FON_Bee_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 10 Le f t 0 Ou t To t a l In 9 10 19 Left 0 Thru 0 Right 1 Out TotalIn 1 1 2 Le f t 0 Th r u 8 Rig h t 1 To t a l Ou t In 10 9 19 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +15 mins.0 0 0 0 0 3 0 3 0 0 0 0 0 3 1 4 +30 mins.0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 +45 mins.0 0 0 0 0 4 0 4 0 0 0 0 0 3 0 3 Total Volume 0 0 0 0 0 10 0 10 0 0 1 1 0 8 1 9 % App. Total 0 0 0 0 100 0 0 0 100 0 88.9 11.1 PHF .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .250 .250 .000 .667 .250 .563 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-96 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 38 204 0 242 16 0 33 49 0 324 13 337 628 04:15 PM 0 0 0 0 27 174 0 201 14 0 30 44 0 305 19 324 569 04:30 PM 0 0 0 0 16 200 0 216 10 0 23 33 0 324 15 339 588 04:45 PM 0 0 0 0 28 178 0 206 10 0 32 42 0 251 17 268 516 Total 0 0 0 0 109 756 0 865 50 0 118 168 0 1204 64 1268 2301 05:00 PM 0 0 0 0 26 190 0 216 7 0 34 41 0 260 8 268 525 05:15 PM 0 0 0 0 19 185 0 204 9 0 29 38 0 306 15 321 563 05:30 PM 0 0 0 0 28 174 0 202 7 0 35 42 0 267 12 279 523 05:45 PM 0 0 0 0 24 166 0 190 6 0 24 30 0 256 13 269 489 Total 0 0 0 0 97 715 0 812 29 0 122 151 0 1089 48 1137 2100 Grand Total 0 0 0 0 206 1471 0 1677 79 0 240 319 0 2293 112 2405 4401 Apprch %0 0 0 12.3 87.7 0 24.8 0 75.2 0 95.3 4.7 Total %0 0 0 0 4.7 33.4 0 38.1 1.8 0 5.5 7.2 0 52.1 2.5 54.6 Passenger Vehicles 0 0 0 0 199 1442 0 1641 75 0 229 304 0 2264 109 2373 4318 % Passenger Vehicles 0 0 0 0 96.6 98 0 97.9 94.9 0 95.4 95.3 0 98.7 97.3 98.7 98.1 Large 2 Axle Vehicles 0 0 0 0 6 19 0 25 3 0 9 12 0 18 1 19 56 % Large 2 Axle Vehicles 0 0 0 0 2.9 1.3 0 1.5 3.8 0 3.8 3.8 0 0.8 0.9 0.8 1.3 3 Axle Vehicles 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 4 9 % 3 Axle Vehicles 0 0 0 0 0 0.3 0 0.3 0 0 0 0 0 0.2 0 0.2 0.2 4+ Axle Trucks 0 0 0 0 1 5 0 6 1 0 2 3 0 7 2 9 18 % 4+ Axle Trucks 0 0 0 0 0.5 0.3 0 0.4 1.3 0 0.8 0.9 0 0.3 1.8 0.4 0.4 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 38 204 0 242 16 0 33 49 0 324 13 337 628 04:15 PM 0 0 0 0 27 174 0 201 14 0 30 44 0 305 19 324 569 04:30 PM 0 0 0 0 16 200 0 216 10 0 23 33 0 324 15 339 588 04:45 PM 0 0 0 0 28 178 0 206 10 0 32 42 0 251 17 268 516 Total Volume 0 0 0 0 109 756 0 865 50 0 118 168 0 1204 64 1268 2301 % App. Total 0 0 0 12.6 87.4 0 29.8 0 70.2 0 95 5 PHF .000 .000 .000 .000 .717 .926 .000 .894 .781 .000 .894 .857 .000 .929 .842 .935 .916 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-97 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 75 6 Le f t 10 9 Ou t To t a l In 13 2 2 86 5 21 8 7 Left 50 Thru 0 Right 118 Out TotalIn 173 168 341 Le f t 0 Th r u 12 0 4 Rig h t 64 To t a l Ou t In 80 6 12 6 8 20 7 4 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 38 204 0 242 16 0 33 49 0 324 13 337 +15 mins.0 0 0 0 27 174 0 201 14 0 30 44 0 305 19 324 +30 mins.0 0 0 0 16 200 0 216 10 0 23 33 0 324 15 339 +45 mins.0 0 0 0 28 178 0 206 10 0 32 42 0 251 17 268 Total Volume 0 0 0 0 109 756 0 865 50 0 118 168 0 1204 64 1268 % App. Total 0 0 0 12.6 87.4 0 29.8 0 70.2 0 95 5 PHF .000 .000 .000 .000 .717 .926 .000 .894 .781 .000 .894 .857 .000 .929 .842 .935 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-98 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 36 195 0 231 14 0 29 43 0 320 13 333 607 04:15 PM 0 0 0 0 25 168 0 193 14 0 28 42 0 300 19 319 554 04:30 PM 0 0 0 0 16 197 0 213 10 0 22 32 0 321 15 336 581 04:45 PM 0 0 0 0 28 176 0 204 10 0 32 42 0 249 17 266 512 Total 0 0 0 0 105 736 0 841 48 0 111 159 0 1190 64 1254 2254 05:00 PM 0 0 0 0 26 187 0 213 7 0 32 39 0 257 6 263 515 05:15 PM 0 0 0 0 17 183 0 200 8 0 28 36 0 303 15 318 554 05:30 PM 0 0 0 0 28 171 0 199 6 0 35 41 0 263 12 275 515 05:45 PM 0 0 0 0 23 165 0 188 6 0 23 29 0 251 12 263 480 Total 0 0 0 0 94 706 0 800 27 0 118 145 0 1074 45 1119 2064 Grand Total 0 0 0 0 199 1442 0 1641 75 0 229 304 0 2264 109 2373 4318 Apprch %0 0 0 12.1 87.9 0 24.7 0 75.3 0 95.4 4.6 Total %0 0 0 0 4.6 33.4 0 38 1.7 0 5.3 7 0 52.4 2.5 55 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 36 195 0 231 14 0 29 43 0 320 13 333 607 04:15 PM 0 0 0 0 25 168 0 193 14 0 28 42 0 300 19 319 554 04:30 PM 0 0 0 0 16 197 0 213 10 0 22 32 0 321 15 336 581 04:45 PM 0 0 0 0 28 176 0 204 10 0 32 42 0 249 17 266 512 Total Volume 0 0 0 0 105 736 0 841 48 0 111 159 0 1190 64 1254 2254 % App. Total 0 0 0 12.5 87.5 0 30.2 0 69.8 0 94.9 5.1 PHF .000 .000 .000 .000 .729 .934 .000 .910 .857 .000 .867 .924 .000 .927 .842 .933 .928 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-99 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 73 6 Le f t 10 5 Ou t To t a l In 13 0 1 84 1 21 4 2 Left 48 Thru 0 Right 111 Out TotalIn 169 159 328 Le f t 0 Th r u 11 9 0 Rig h t 64 To t a l Ou t In 78 4 12 5 4 20 3 8 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 36 195 0 231 14 0 29 43 0 320 13 333 +15 mins.0 0 0 0 25 168 0 193 14 0 28 42 0 300 19 319 +30 mins.0 0 0 0 16 197 0 213 10 0 22 32 0 321 15 336 +45 mins.0 0 0 0 28 176 0 204 10 0 32 42 0 249 17 266 Total Volume 0 0 0 0 105 736 0 841 48 0 111 159 0 1190 64 1254 % App. Total 0 0 0 12.5 87.5 0 30.2 0 69.8 0 94.9 5.1 PHF .000 .000 .000 .000 .729 .934 .000 .910 .857 .000 .867 .924 .000 .927 .842 .933 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-100 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 2 5 0 7 2 0 3 5 0 3 0 3 15 04:15 PM 0 0 0 0 2 4 0 6 0 0 2 2 0 2 0 2 10 04:30 PM 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 04:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 Total 0 0 0 0 4 13 0 17 2 0 6 8 0 8 0 8 33 05:00 PM 0 0 0 0 0 1 0 1 0 0 2 2 0 2 0 2 5 05:15 PM 0 0 0 0 2 2 0 4 0 0 1 1 0 2 0 2 7 05:30 PM 0 0 0 0 0 2 0 2 1 0 0 1 0 2 0 2 5 05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 4 1 5 6 Total 0 0 0 0 2 6 0 8 1 0 3 4 0 10 1 11 23 Grand Total 0 0 0 0 6 19 0 25 3 0 9 12 0 18 1 19 56 Apprch %0 0 0 24 76 0 25 0 75 0 94.7 5.3 Total %0 0 0 0 10.7 33.9 0 44.6 5.4 0 16.1 21.4 0 32.1 1.8 33.9 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 2 5 0 7 2 0 3 5 0 3 0 3 15 04:15 PM 0 0 0 0 2 4 0 6 0 0 2 2 0 2 0 2 10 04:30 PM 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 04:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 Total Volume 0 0 0 0 4 13 0 17 2 0 6 8 0 8 0 8 33 % App. Total 0 0 0 23.5 76.5 0 25 0 75 0 100 0 PHF .000 .000 .000 .000 .500 .650 .000 .607 .250 .000 .500 .400 .000 .667 .000 .667 .550 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-101 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 13 Le f t 4 Ou t To t a l In 14 17 31 Left 2 Thru 0 Right 6 Out TotalIn 4 8 12 Le f t 0 Th r u 8 Rig h t 0 To t a l Ou t In 15 8 23 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 2 5 0 7 2 0 3 5 0 3 0 3 +15 mins.0 0 0 0 2 4 0 6 0 0 2 2 0 2 0 2 +30 mins.0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 +45 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 Total Volume 0 0 0 0 4 13 0 17 2 0 6 8 0 8 0 8 % App. Total 0 0 0 23.5 76.5 0 25 0 75 0 100 0 PHF .000 .000 .000 .000 .500 .650 .000 .607 .250 .000 .500 .400 .000 .667 .000 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-102 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 Grand Total 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 4 9 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 0 55.6 0 55.6 0 0 0 0 0 44.4 0 44.4 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-103 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 4 Le f t 0 Ou t To t a l In 2 4 6 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 2 Rig h t 0 To t a l Ou t In 4 2 6 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +30 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-104 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 3 0 3 0 0 1 1 0 4 0 4 8 05:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 2 3 5 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 1 3 Total 0 0 0 0 1 2 0 3 1 0 1 2 0 3 2 5 10 Grand Total 0 0 0 0 1 5 0 6 1 0 2 3 0 7 2 9 18 Apprch %0 0 0 16.7 83.3 0 33.3 0 66.7 0 77.8 22.2 Total %0 0 0 0 5.6 27.8 0 33.3 5.6 0 11.1 16.7 0 38.9 11.1 50 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 3 0 3 0 0 1 1 0 4 0 4 8 % App. Total 0 0 0 0 100 0 0 0 100 0 100 0 PHF .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .250 .250 .000 .500 .000 .500 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-105 File Name : 04_FON_Bee_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 3 Le f t 0 Ou t To t a l In 5 3 8 Left 0 Thru 0 Right 1 Out TotalIn 0 1 1 Le f t 0 Th r u 4 Rig h t 0 To t a l Ou t In 3 4 7 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 3 0 3 0 0 1 1 0 4 0 4 % App. Total 0 0 0 0 100 0 0 0 100 0 100 0 PHF .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .250 .250 .000 .500 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-106 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: North Leg East Leg South Leg West Leg Beech Avenue Foothill Boulevard Beech Avenue Foothill Boulevard Pedestrians Pedestrians Pedestrians Pedestrians 00000 00000 00000 00000 00000 00000 00000 00000 00000 North Leg East Leg South Leg West Leg Beech Avenue Foothill Boulevard Beech Avenue Foothill Boulevard Pedestrians Pedestrians Pedestrians Pedestrians 00202 00202 00000 00000 00000 00000 00011 00000 00415 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Fontana Beech Avenue Foothill Boulevard PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-107 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000200000010 3 000000000000 0 000000002000 2 000000000000 0 000000000000 0 000010001000 2 000000001000 1 000000000000 0 000210004010 8 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000010000000 1 000000000000 0 000000000010 1 000000000000 0 000010000010 2 Foothill Boulevard TOTAL VOLUMES: Beech Avenue Foothill Boulevard Beech Avenue Foothill Boulevard Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Beech Avenue Foothill Boulevard Beech Avenue Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound Foothill Boulevard Beech Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-108 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 7 5 86 64 98 3 167 15 2 185 1 2 0 0 3 20 84 3 0 107 66 393 459 07:15 AM 15 11 94 75 120 2 218 10 1 230 0 12 0 0 12 42 86 2 1 130 77 492 569 07:30 AM 15 16 127 60 158 2 322 5 1 329 1 9 3 3 13 35 117 3 0 155 64 655 719 07:45 AM 7 10 133 49 150 9 291 7 1 307 3 14 2 1 19 41 141 8 4 190 55 666 721 Total 44 42 440 248 526 16 998 37 5 1051 5 37 5 4 47 138 428 16 5 582 262 2206 2468 08:00 AM 3 3 70 41 76 3 253 7 0 263 2 10 5 3 17 46 143 10 4 199 48 555 603 08:15 AM 10 2 72 51 84 2 180 2 0 184 1 10 2 0 13 43 129 4 0 176 51 457 508 08:30 AM 5 8 60 50 73 1 166 1 0 168 4 8 2 0 14 19 106 5 0 130 50 385 435 08:45 AM 4 4 41 32 49 1 163 6 0 170 3 5 3 3 11 17 134 10 0 161 35 391 426 Total 22 17 243 174 282 7 762 16 0 785 10 33 12 6 55 125 512 29 4 666 184 1788 1972 Grand Total 66 59 683 422 808 23 1760 53 5 1836 15 70 17 10 102 263 940 45 9 1248 446 3994 4440 Apprch %8.2 7.3 84.5 1.3 95.9 2.9 14.7 68.6 16.7 21.1 75.3 3.6 Total %1.7 1.5 17.1 20.2 0.6 44.1 1.3 46 0.4 1.8 0.4 2.6 6.6 23.5 1.1 31.2 10 90 Passenger Vehicles 64 57 671 1207 23 1703 53 1784 11 70 14 104 251 874 36 1169 0 0 4264 % Passenger Vehicles 97 96.6 98.2 98.3 98.1 100 96.8 100 100 96.9 73.3 100 82.4 90 92.9 95.4 93 80 88.9 93 0 0 96 Large 2 Axle Vehicles 2 2 9 19 0 39 0 39 0 0 0 0 11 45 1 57 0 0 115 % Large 2 Axle Vehicles 3 3.4 1.3 1.4 1.5 0 2.2 0 0 2.1 0 0 0 0 0 4.2 4.8 2.2 0 4.5 0 0 2.6 3 Axle Vehicles 0 0 2 3 0 6 0 6 0 0 1 1 1 8 0 9 0 0 19 % 3 Axle Vehicles 0 0 0.3 0.2 0.2 0 0.3 0 0 0.3 0 0 5.9 0 0.9 0.4 0.9 0 0 0.7 0 0 0.4 4+ Axle Trucks 0 0 1 1 0 12 0 12 4 0 2 7 0 13 8 22 0 0 42 % 4+ Axle Trucks 0 0 0.1 0 0.1 0 0.7 0 0 0.7 26.7 0 11.8 10 6.2 0 1.4 17.8 11.1 1.8 0 0 0.9 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 15 11 94 120 2 218 10 230 0 12 0 12 42 86 2 130 492 07:30 AM 15 16 127 158 2 322 5 329 1 9 3 13 35 117 3 155 655 07:45 AM 7 10 133 150 9 291 7 307 3 14 2 19 41 141 8 190 666 08:00 AM 3 3 70 76 3 253 7 263 2 10 5 17 46 143 10 199 555 Total Volume 40 40 424 504 16 1084 29 1129 6 45 10 61 164 487 23 674 2368 % App. Total 7.9 7.9 84.1 1.4 96 2.6 9.8 73.8 16.4 24.3 72.3 3.4 PHF .667 .625 .797 .797 .444 .842 .725 .858 .500 .804 .500 .803 .891 .851 .575 .847 .889 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-109 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 424 Thru 40 Left 40 InOut Total 238 504 742 Rig h t 29 Th r u 10 8 4 Le f t 16 Ou t To t a l In 53 7 11 2 9 16 6 6 Left 6 Thru 45 Right 10 Out TotalIn 79 61 140 Le f t 16 4 Th r u 48 7 Ri g h t 23 To t a l Ou t In 15 1 4 67 4 21 8 8 Peak Hour Begins at 07:15 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-110 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:45 AM 07:30 AM +0 mins.7 5 86 98 2 218 10 230 3 14 2 19 35 117 3 155 +15 mins.15 11 94 120 2 322 5 329 2 10 5 17 41 141 8 190 +30 mins.15 16 127 158 9 291 7 307 1 10 2 13 46 143 10 199 +45 mins.7 10 133 150 3 253 7 263 4 8 2 14 43 129 4 176 Total Volume 44 42 440 526 16 1084 29 1129 10 42 11 63 165 530 25 720 % App. Total 8.4 8 83.7 1.4 96 2.6 15.9 66.7 17.5 22.9 73.6 3.5 PHF .733 .656 .827 .832 .444 .842 .725 .858 .625 .750 .550 .829 .897 .927 .625 .905 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-111 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 7 5 83 61 95 3 165 15 2 183 1 2 0 0 3 16 77 3 0 96 63 377 440 07:15 AM 15 11 92 74 118 2 210 10 1 222 0 12 0 0 12 40 79 2 1 121 76 473 549 07:30 AM 14 16 124 59 154 2 313 5 1 320 1 9 3 3 13 33 112 3 0 148 63 635 698 07:45 AM 6 9 133 49 148 9 284 7 1 300 2 14 1 1 17 41 126 7 3 174 54 639 693 Total 42 41 432 243 515 16 972 37 5 1025 4 37 4 4 45 130 394 15 4 539 256 2124 2380 08:00 AM 3 3 69 40 75 3 241 7 0 251 1 10 5 3 16 46 135 8 4 189 47 531 578 08:15 AM 10 2 69 50 81 2 175 2 0 179 0 10 1 0 11 42 118 3 0 163 50 434 484 08:30 AM 5 8 60 50 73 1 158 1 0 160 4 8 2 0 14 18 98 2 0 118 50 365 415 08:45 AM 4 3 41 32 48 1 157 6 0 164 2 5 2 2 9 15 129 8 0 152 34 373 407 Total 22 16 239 172 277 7 731 16 0 754 7 33 10 5 50 121 480 21 4 622 181 1703 1884 Grand Total 64 57 671 415 792 23 1703 53 5 1779 11 70 14 9 95 251 874 36 8 1161 437 3827 4264 Apprch %8.1 7.2 84.7 1.3 95.7 3 11.6 73.7 14.7 21.6 75.3 3.1 Total %1.7 1.5 17.5 20.7 0.6 44.5 1.4 46.5 0.3 1.8 0.4 2.5 6.6 22.8 0.9 30.3 10.2 89.8 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 15 11 92 118 2 210 10 222 0 12 0 12 40 79 2 121 473 07:30 AM 14 16 124 154 2 313 5 320 1 9 3 13 33 112 3 148 635 07:45 AM 6 9 133 148 9 284 7 300 2 14 1 17 41 126 7 174 639 08:00 AM 3 3 69 75 3 241 7 251 1 10 5 16 46 135 8 189 531 Total Volume 38 39 418 495 16 1048 29 1093 4 45 9 58 160 452 20 632 2278 % App. Total 7.7 7.9 84.4 1.5 95.9 2.7 6.9 77.6 15.5 25.3 71.5 3.2 PHF .633 .609 .786 .804 .444 .837 .725 .854 .500 .804 .450 .853 .870 .837 .625 .836 .891 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-112 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 418 Thru 39 Left 38 InOut Total 234 495 729 Rig h t 29 Th r u 10 4 8 Le f t 16 Ou t To t a l In 49 9 10 9 3 15 9 2 Left 4 Thru 45 Right 9 Out TotalIn 75 58 133 Le f t 16 0 Th r u 45 2 Ri g h t 20 To t a l Ou t In 14 7 0 63 2 21 0 2 Peak Hour Begins at 07:15 AM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-113 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.15 11 92 118 2 210 10 222 0 12 0 12 40 79 2 121 +15 mins.14 16 124 154 2 313 5 320 1 9 3 13 33 112 3 148 +30 mins.6 9 133 148 9 284 7 300 2 14 1 17 41 126 7 174 +45 mins.3 3 69 75 3 241 7 251 1 10 5 16 46 135 8 189 Total Volume 38 39 418 495 16 1048 29 1093 4 45 9 58 160 452 20 632 % App. Total 7.7 7.9 84.4 1.5 95.9 2.7 6.9 77.6 15.5 25.3 71.5 3.2 PHF .633 .609 .786 .804 .444 .837 .725 .854 .500 .804 .450 .853 .870 .837 .625 .836 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-114 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 3 3 3 0 2 0 0 2 0 0 0 0 0 4 3 0 0 7 3 12 15 07:15 AM 0 0 2 1 2 0 7 0 0 7 0 0 0 0 0 2 4 0 0 6 1 15 16 07:30 AM 1 0 2 1 3 0 7 0 0 7 0 0 0 0 0 1 4 0 0 5 1 15 16 07:45 AM 1 1 0 0 2 0 4 0 0 4 0 0 0 0 0 0 12 0 0 12 0 18 18 Total 2 1 7 5 10 0 20 0 0 20 0 0 0 0 0 7 23 0 0 30 5 60 65 08:00 AM 0 0 1 1 1 0 9 0 0 9 0 0 0 0 0 0 6 0 0 6 1 16 17 08:15 AM 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 1 7 0 0 8 0 11 11 08:30 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 1 5 1 0 7 0 11 11 08:45 AM 0 1 0 0 1 0 4 0 0 4 0 0 0 0 0 2 4 0 0 6 0 11 11 Total 0 1 2 1 3 0 19 0 0 19 0 0 0 0 0 4 22 1 0 27 1 49 50 Grand Total 2 2 9 6 13 0 39 0 0 39 0 0 0 0 0 11 45 1 0 57 6 109 115 Apprch %15.4 15.4 69.2 0 100 0 0 0 0 19.3 78.9 1.8 Total %1.8 1.8 8.3 11.9 0 35.8 0 35.8 0 0 0 0 10.1 41.3 0.9 52.3 5.2 94.8 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 2 2 0 7 0 7 0 0 0 0 2 4 0 6 15 07:30 AM 1 0 2 3 0 7 0 7 0 0 0 0 1 4 0 5 15 07:45 AM 1 1 0 2 0 4 0 4 0 0 0 0 0 12 0 12 18 08:00 AM 0 0 1 1 0 9 0 9 0 0 0 0 0 6 0 6 16 Total Volume 2 1 5 8 0 27 0 27 0 0 0 0 3 26 0 29 64 % App. Total 25 12.5 62.5 0 100 0 0 0 0 10.3 89.7 0 PHF .500 .250 .625 .667 .000 .750 .000 .750 .000 .000 .000 .000 .375 .542 .000 .604 .889 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-115 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 5 Thru 1 Left 2 InOut Total 3 8 11 Rig h t 0 Th r u 27 Le f t 0 Ou t To t a l In 28 27 55 Left 0 Thru 0 Right 0 Out TotalIn 1 0 1 Le f t 3 Th r u 26 Ri g h t 0 To t a l Ou t In 32 29 61 Peak Hour Begins at 07:15 AM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-116 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 2 2 0 7 0 7 0 0 0 0 2 4 0 6 +15 mins.1 0 2 3 0 7 0 7 0 0 0 0 1 4 0 5 +30 mins.1 1 0 2 0 4 0 4 0 0 0 0 0 12 0 12 +45 mins.0 0 1 1 0 9 0 9 0 0 0 0 0 6 0 6 Total Volume 2 1 5 8 0 27 0 27 0 0 0 0 3 26 0 29 % App. Total 25 12.5 62.5 0 100 0 0 0 0 10.3 89.7 0 PHF .500 .250 .625 .667 .000 .750 .000 .750 .000 .000 .000 .000 .375 .542 .000 .604 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-117 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 07:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 3 3 07:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 0 3 3 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 Total 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 5 0 0 6 0 9 9 08:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 08:15 AM 0 0 2 1 2 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 1 5 6 08:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 2 1 2 0 3 0 0 3 0 0 1 0 1 0 3 0 0 3 1 9 10 Grand Total 0 0 2 1 2 0 6 0 0 6 0 0 1 0 1 1 8 0 0 9 1 18 19 Apprch %0 0 100 0 100 0 0 0 100 11.1 88.9 0 Total %0 0 11.1 11.1 0 33.3 0 33.3 0 0 5.6 5.6 5.6 44.4 0 50 5.3 94.7 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 1 0 0 1 3 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 4 0 4 0 0 0 0 1 4 0 5 9 % App. Total 0 0 0 0 100 0 0 0 0 20 80 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .250 .500 .000 .625 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-118 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 0 Thru 0 Left 0 InOut Total 1 0 1 Rig h t 0 Th r u 4 Le f t 0 Ou t To t a l In 4 4 8 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 1 Th r u 4 Ri g h t 0 To t a l Ou t In 4 5 9 Peak Hour Begins at 07:15 AM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-119 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 +15 mins.0 0 0 0 0 2 0 2 0 0 0 0 1 0 0 1 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +45 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 4 0 4 0 0 0 0 1 4 0 5 % App. Total 0 0 0 0 100 0 0 0 0 20 80 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .250 .500 .000 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-120 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 3 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 07:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 2 07:45 AM 0 0 0 0 0 0 3 0 0 3 1 0 1 0 2 0 1 1 1 2 1 7 8 Total 0 0 1 0 1 0 3 0 0 3 1 0 1 0 2 0 6 1 1 7 1 13 14 08:00 AM 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 2 2 0 4 0 7 7 08:15 AM 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 0 2 1 0 3 0 7 7 08:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 0 4 0 6 6 08:45 AM 0 0 0 0 0 0 2 0 0 2 1 0 1 1 2 0 1 2 0 3 1 7 8 Total 0 0 0 0 0 0 9 0 0 9 3 0 1 1 4 0 7 7 0 14 1 27 28 Grand Total 0 0 1 0 1 0 12 0 0 12 4 0 2 1 6 0 13 8 1 21 2 40 42 Apprch %0 0 100 0 100 0 66.7 0 33.3 0 61.9 38.1 Total %0 0 2.5 2.5 0 30 0 30 10 0 5 15 0 32.5 20 52.5 4.8 95.2 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 1 2 07:45 AM 0 0 0 0 0 3 0 3 1 0 1 2 0 1 1 2 7 08:00 AM 0 0 0 0 0 2 0 2 1 0 0 1 0 2 2 4 7 Total Volume 0 0 1 1 0 5 0 5 2 0 1 3 0 5 3 8 17 % App. Total 0 0 100 0 100 0 66.7 0 33.3 0 62.5 37.5 PHF .000 .000 .250 .250 .000 .417 .000 .417 .500 .000 .250 .375 .000 .625 .375 .500 .607 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-121 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 1 Thru 0 Left 0 InOut Total 0 1 1 Rig h t 0 Th r u 5 Le f t 0 Ou t To t a l In 6 5 11 Left 2 Thru 0 Right 1 Out TotalIn 3 3 6 Le f t 0 Th r u 5 Ri g h t 3 To t a l Ou t In 8 8 16 Peak Hour Begins at 07:15 AM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-122 File Name : 05_FON_Sul_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins.0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 1 +30 mins.0 0 0 0 0 3 0 3 1 0 1 2 0 1 1 2 +45 mins.0 0 0 0 0 2 0 2 1 0 0 1 0 2 2 4 Total Volume 0 0 1 1 0 5 0 5 2 0 1 3 0 5 3 8 % App. Total 0 0 100 0 100 0 66.7 0 33.3 0 62.5 37.5 PHF .000 .000 .250 .250 .000 .417 .000 .417 .500 .000 .250 .375 .000 .625 .375 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-123 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 7 4 62 44 73 4 166 21 6 191 5 23 10 9 38 57 297 9 1 363 60 665 725 04:15 PM 5 5 33 31 43 8 166 20 4 194 3 24 10 6 37 53 292 4 0 349 41 623 664 04:30 PM 12 4 37 21 53 1 175 12 9 188 9 38 15 7 62 44 300 3 0 347 37 650 687 04:45 PM 6 4 33 28 43 3 180 21 9 204 4 25 6 4 35 61 240 1 0 302 41 584 625 Total 30 17 165 124 212 16 687 74 28 777 21 110 41 26 172 215 1129 17 1 1361 179 2522 2701 05:00 PM 2 4 25 23 31 3 169 50 7 222 4 31 9 4 44 53 249 3 0 305 34 602 636 05:15 PM 7 4 38 33 49 1 145 21 3 167 2 17 6 4 25 58 288 0 0 346 40 587 627 05:30 PM 6 2 42 37 50 0 153 14 1 167 2 26 4 3 32 68 240 2 0 310 41 559 600 05:45 PM 5 4 38 30 47 1 164 10 5 175 2 13 1 0 16 68 227 4 0 299 35 537 572 Total 20 14 143 123 177 5 631 95 16 731 10 87 20 11 117 247 1004 9 0 1260 150 2285 2435 Grand Total 50 31 308 247 389 21 1318 169 44 1508 31 197 61 37 289 462 2133 26 1 2621 329 4807 5136 Apprch %12.9 8 79.2 1.4 87.4 11.2 10.7 68.2 21.1 17.6 81.4 1 Total %1 0.6 6.4 8.1 0.4 27.4 3.5 31.4 0.6 4.1 1.3 6 9.6 44.4 0.5 54.5 6.4 93.6 Passenger Vehicles 49 30 304 629 21 1280 169 1514 31 194 57 317 454 2088 20 2563 0 0 5023 % Passenger Vehicles 98 96.8 98.7 99.6 98.9 100 97.1 100 100 97.6 100 98.5 93.4 94.6 97.2 98.3 97.9 76.9 100 97.7 0 0 97.8 Large 2 Axle Vehicles 1 1 4 7 0 26 0 26 0 3 1 4 7 34 4 45 0 0 82 % Large 2 Axle Vehicles 2 3.2 1.3 0.4 1.1 0 2 0 0 1.7 0 1.5 1.6 0 1.2 1.5 1.6 15.4 0 1.7 0 0 1.6 3 Axle Vehicles 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 4 0 0 9 % 3 Axle Vehicles 0 0 0 0 0 0 0.4 0 0 0.3 0 0 0 0 0 0 0.2 0 0 0.2 0 0 0.2 4+ Axle Trucks 0 0 0 0 0 7 0 7 0 0 3 5 1 7 2 10 0 0 22 % 4+ Axle Trucks 0 0 0 0 0 0 0.5 0 0 0.5 0 0 4.9 5.4 1.5 0.2 0.3 7.7 0 0.4 0 0 0.4 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 7 4 62 73 4 166 21 191 5 23 10 38 57 297 9 363 665 04:15 PM 5 5 33 43 8 166 20 194 3 24 10 37 53 292 4 349 623 04:30 PM 12 4 37 53 1 175 12 188 9 38 15 62 44 300 3 347 650 04:45 PM 6 4 33 43 3 180 21 204 4 25 6 35 61 240 1 302 584 Total Volume 30 17 165 212 16 687 74 777 21 110 41 172 215 1129 17 1361 2522 % App. Total 14.2 8 77.8 2.1 88.4 9.5 12.2 64 23.8 15.8 83 1.2 PHF .625 .850 .665 .726 .500 .954 .881 .952 .583 .724 .683 .694 .881 .941 .472 .937 .948 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-124 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 165 Thru 17 Left 30 InOut Total 399 212 611 Rig h t 74 Th r u 68 7 Le f t 16 Ou t To t a l In 12 0 0 77 7 19 7 7 Left 21 Thru 110 Right 41 Out TotalIn 50 172 222 Le f t 21 5 Th r u 11 2 9 Ri g h t 17 To t a l Ou t In 87 3 13 6 1 22 3 4 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-125 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:15 PM 04:15 PM 04:00 PM +0 mins.7 4 62 73 8 166 20 194 3 24 10 37 57 297 9 363 +15 mins.5 5 33 43 1 175 12 188 9 38 15 62 53 292 4 349 +30 mins.12 4 37 53 3 180 21 204 4 25 6 35 44 300 3 347 +45 mins.6 4 33 43 3 169 50 222 4 31 9 44 61 240 1 302 Total Volume 30 17 165 212 15 690 103 808 20 118 40 178 215 1129 17 1361 % App. Total 14.2 8 77.8 1.9 85.4 12.7 11.2 66.3 22.5 15.8 83 1.2 PHF .625 .850 .665 .726 .469 .958 .515 .910 .556 .776 .667 .718 .881 .941 .472 .937 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-126 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 7 4 60 44 71 4 154 21 6 179 5 23 9 8 37 54 289 8 1 351 59 638 697 04:15 PM 5 4 33 31 42 8 158 20 4 186 3 23 10 6 36 52 285 2 0 339 41 603 644 04:30 PM 12 4 36 21 52 1 173 12 9 186 9 38 15 7 62 44 296 3 0 343 37 643 680 04:45 PM 6 4 32 27 42 3 177 21 9 201 4 25 5 3 34 61 235 1 0 297 39 574 613 Total 30 16 161 123 207 16 662 74 28 752 21 109 39 24 169 211 1105 14 1 1330 176 2458 2634 05:00 PM 2 4 25 23 31 3 167 50 7 220 4 30 9 4 43 51 240 3 0 294 34 588 622 05:15 PM 6 4 38 33 48 1 141 21 3 163 2 16 5 4 23 57 284 0 0 341 40 575 615 05:30 PM 6 2 42 37 50 0 149 14 1 163 2 26 3 3 31 67 236 2 0 305 41 549 590 05:45 PM 5 4 38 30 47 1 161 10 5 172 2 13 1 0 16 68 223 1 0 292 35 527 562 Total 19 14 143 123 176 5 618 95 16 718 10 85 18 11 113 243 983 6 0 1232 150 2239 2389 Grand Total 49 30 304 246 383 21 1280 169 44 1470 31 194 57 35 282 454 2088 20 1 2562 326 4697 5023 Apprch %12.8 7.8 79.4 1.4 87.1 11.5 11 68.8 20.2 17.7 81.5 0.8 Total %1 0.6 6.5 8.2 0.4 27.3 3.6 31.3 0.7 4.1 1.2 6 9.7 44.5 0.4 54.5 6.5 93.5 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 7 4 60 71 4 154 21 179 5 23 9 37 54 289 8 351 638 04:15 PM 5 4 33 42 8 158 20 186 3 23 10 36 52 285 2 339 603 04:30 PM 12 4 36 52 1 173 12 186 9 38 15 62 44 296 3 343 643 04:45 PM 6 4 32 42 3 177 21 201 4 25 5 34 61 235 1 297 574 Total Volume 30 16 161 207 16 662 74 752 21 109 39 169 211 1105 14 1330 2458 % App. Total 14.5 7.7 77.8 2.1 88 9.8 12.4 64.5 23.1 15.9 83.1 1.1 PHF .625 1.00 .671 .729 .500 .935 .881 .935 .583 .717 .650 .681 .865 .933 .438 .947 .956 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-127 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 161 Thru 16 Left 30 InOut Total 394 207 601 Rig h t 74 Th r u 66 2 Le f t 16 Ou t To t a l In 11 7 4 75 2 19 2 6 Left 21 Thru 109 Right 39 Out TotalIn 46 169 215 Le f t 21 1 Th r u 11 0 5 Ri g h t 14 To t a l Ou t In 84 4 13 3 0 21 7 4 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-128 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.7 4 60 71 4 154 21 179 5 23 9 37 54 289 8 351 +15 mins.5 4 33 42 8 158 20 186 3 23 10 36 52 285 2 339 +30 mins.12 4 36 52 1 173 12 186 9 38 15 62 44 296 3 343 +45 mins.6 4 32 42 3 177 21 201 4 25 5 34 61 235 1 297 Total Volume 30 16 161 207 16 662 74 752 21 109 39 169 211 1105 14 1330 % App. Total 14.5 7.7 77.8 2.1 88 9.8 12.4 64.5 23.1 15.9 83.1 1.1 PHF .625 1.000 .671 .729 .500 .935 .881 .935 .583 .717 .650 .681 .865 .933 .438 .947 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-129 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 2 0 2 0 8 0 0 8 0 0 0 0 0 2 7 0 0 9 0 19 19 04:15 PM 0 1 0 0 1 0 6 0 0 6 0 1 0 0 1 1 4 2 0 7 0 15 15 04:30 PM 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 5 5 04:45 PM 0 0 1 1 1 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 1 7 8 Total 0 1 4 1 5 0 17 0 0 17 0 1 0 0 1 3 18 2 0 23 1 46 47 05:00 PM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 8 0 0 10 0 12 12 05:15 PM 1 0 0 0 1 0 4 0 0 4 0 1 0 0 1 1 3 0 0 4 0 10 10 05:30 PM 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 1 3 0 0 4 0 8 8 05:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 0 4 0 5 5 Total 1 0 0 0 1 0 9 0 0 9 0 2 1 0 3 4 16 2 0 22 0 35 35 Grand Total 1 1 4 1 6 0 26 0 0 26 0 3 1 0 4 7 34 4 0 45 1 81 82 Apprch %16.7 16.7 66.7 0 100 0 0 75 25 15.6 75.6 8.9 Total %1.2 1.2 4.9 7.4 0 32.1 0 32.1 0 3.7 1.2 4.9 8.6 42 4.9 55.6 1.2 98.8 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 2 2 0 8 0 8 0 0 0 0 2 7 0 9 19 04:15 PM 0 1 0 1 0 6 0 6 0 1 0 1 1 4 2 7 15 04:30 PM 0 0 1 1 0 1 0 1 0 0 0 0 0 3 0 3 5 04:45 PM 0 0 1 1 0 2 0 2 0 0 0 0 0 4 0 4 7 Total Volume 0 1 4 5 0 17 0 17 0 1 0 1 3 18 2 23 46 % App. Total 0 20 80 0 100 0 0 100 0 13 78.3 8.7 PHF .000 .250 .500 .625 .000 .531 .000 .531 .000 .250 .000 .250 .375 .643 .250 .639 .605 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-130 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 4 Thru 1 Left 0 InOut Total 4 5 9 Rig h t 0 Th r u 17 Le f t 0 Ou t To t a l In 18 17 35 Left 0 Thru 1 Right 0 Out TotalIn 3 1 4 Le f t 3 Th r u 18 Ri g h t 2 To t a l Ou t In 21 23 44 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-131 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 2 2 0 8 0 8 0 0 0 0 2 7 0 9 +15 mins.0 1 0 1 0 6 0 6 0 1 0 1 1 4 2 7 +30 mins.0 0 1 1 0 1 0 1 0 0 0 0 0 3 0 3 +45 mins.0 0 1 1 0 2 0 2 0 0 0 0 0 4 0 4 Total Volume 0 1 4 5 0 17 0 17 0 1 0 1 3 18 2 23 % App. Total 0 20 80 0 100 0 0 100 0 13 78.3 8.7 PHF .000 .250 .500 .625 .000 .531 .000 .531 .000 .250 .000 .250 .375 .643 .250 .639 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-132 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 04:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 04:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 6 6 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 3 3 Grand Total 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 0 9 9 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 0 55.6 0 55.6 0 0 0 0 0 44.4 0 44.4 0 100 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-133 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Rig h t 0 Th r u 4 Le f t 0 Ou t To t a l In 2 4 6 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 2 Ri g h t 0 To t a l Ou t In 4 2 6 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-134 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +30 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-135 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 1 1 1 1 1 1 0 3 1 6 7 04:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 3 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 0 1 0 0 1 1 3 4 Total 0 0 0 0 0 0 4 0 0 4 0 0 2 2 2 1 4 1 0 6 2 12 14 05:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 2 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 1 0 2 0 4 4 Total 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 0 3 1 0 4 0 8 8 Grand Total 0 0 0 0 0 0 7 0 0 7 0 0 3 2 3 1 7 2 0 10 2 20 22 Apprch %0 0 0 0 100 0 0 0 100 10 70 20 Total %0 0 0 0 0 35 0 35 0 0 15 15 5 35 10 50 9.1 90.9 Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 2 0 2 0 0 1 1 1 1 1 3 6 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 1 0 1 0 0 1 1 0 1 0 1 3 Total Volume 0 0 0 0 0 4 0 4 0 0 2 2 1 4 1 6 12 % App. Total 0 0 0 0 100 0 0 0 100 16.7 66.7 16.7 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .500 .500 .250 .500 .250 .500 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-136 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Sultana Avenue Right 0 Thru 0 Left 0 InOut Total 1 0 1 Rig h t 0 Th r u 4 Le f t 0 Ou t To t a l In 6 4 10 Left 0 Thru 0 Right 2 Out TotalIn 1 2 3 Le f t 1 Th r u 4 Ri g h t 1 To t a l Ou t In 4 6 10 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-137 File Name : 05_FON_Sul_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Sultana Avenue E/W: Foothill Boulevard Weather: Clear Sultana Avenue Southbound Foothill Boulevard Westbound Sultana Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 2 0 2 0 0 1 1 1 1 1 3 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 1 0 1 0 0 1 1 0 1 0 1 Total Volume 0 0 0 0 0 4 0 4 0 0 2 2 1 4 1 6 % App. Total 0 0 0 0 100 0 0 0 100 16.7 66.7 16.7 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .500 .500 .250 .500 .250 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-138 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: North Leg East Leg South Leg West Leg Citrus Avenue Foothill Boulevard Citrus Avenue Foothill Boulevard Pedestrians Pedestrians Pedestrians Pedestrians 00000 00000 00000 00000 00000 00000 00000 00000 00000 North Leg East Leg South Leg West Leg Citrus Avenue Foothill Boulevard Citrus Avenue Foothill Boulevard Pedestrians Pedestrians Pedestrians Pedestrians 00000 00202 00000 00000 00000 00000 00000 00000 00202 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Fontana Citrus Avenue Foothill Boulevard PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-139 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 002000000010 3 000000000000 0 010000000200 3 020000000000 2 000000000000 0 011000010000 3 010000001001 3 000000000000 0 053000011211 14 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 001000000000 1 000000000100 1 000000000000 0 000000000000 0 000010000000 1 000000000000 0 000000000100 1 000000000000 0 001010000200 4 Foothill Boulevard TOTAL VOLUMES: Citrus Avenue Foothill Boulevard Citrus Avenue Foothill Boulevard Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Citrus Avenue Foothill Boulevard Citrus Avenue Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound Foothill Boulevard Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-140 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 11 4 23 38 6 137 2 145 1 2 1 4 4 73 7 84 271 07:15 AM 12 10 16 38 4 154 3 161 1 1 2 4 3 67 6 76 279 07:30 AM 15 5 24 44 7 210 10 227 7 6 3 16 4 105 4 113 400 07:45 AM 7 11 30 48 6 196 10 212 7 10 5 22 10 85 6 101 383 Total 45 30 93 168 23 697 25 745 16 19 11 46 21 330 23 374 1333 08:00 AM 6 4 20 30 10 132 12 154 6 2 6 14 6 88 4 98 296 08:15 AM 5 6 18 29 12 168 9 189 2 5 4 11 4 93 4 101 330 08:30 AM 9 5 20 34 6 116 4 126 2 4 6 12 2 89 6 97 269 08:45 AM 11 10 11 32 5 162 10 177 2 3 6 11 8 112 5 125 345 Total 31 25 69 125 33 578 35 646 12 14 22 48 20 382 19 421 1240 Grand Total 76 55 162 293 56 1275 60 1391 28 33 33 94 41 712 42 795 2573 Apprch %25.9 18.8 55.3 4 91.7 4.3 29.8 35.1 35.1 5.2 89.6 5.3 Total %3 2.1 6.3 11.4 2.2 49.6 2.3 54.1 1.1 1.3 1.3 3.7 1.6 27.7 1.6 30.9 Passenger Vehicles 76 55 159 290 51 1235 59 1345 21 33 29 83 39 673 28 740 2458 % Passenger Vehicles 100 100 98.1 99 91.1 96.9 98.3 96.7 75 100 87.9 88.3 95.1 94.5 66.7 93.1 95.5 Large 2 Axle Vehicles 0 0 3 3 2 24 1 27 1 0 2 3 2 18 7 27 60 % Large 2 Axle Vehicles 0 0 1.9 1 3.6 1.9 1.7 1.9 3.6 0 6.1 3.2 4.9 2.5 16.7 3.4 2.3 3 Axle Vehicles 0 0 0 0 1 9 0 10 3 0 1 4 0 9 0 9 23 % 3 Axle Vehicles 0 0 0 0 1.8 0.7 0 0.7 10.7 0 3 4.3 0 1.3 0 1.1 0.9 4+ Axle Trucks 0 0 0 0 2 7 0 9 3 0 1 4 0 12 7 19 32 % 4+ Axle Trucks 0 0 0 0 3.6 0.5 0 0.6 10.7 0 3 4.3 0 1.7 16.7 2.4 1.2 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 15 5 24 44 7 210 10 227 7 6 3 16 4 105 4 113 400 07:45 AM 7 11 30 48 6 196 10 212 7 10 5 22 10 85 6 101 383 08:00 AM 6 4 20 30 10 132 12 154 6 2 6 14 6 88 4 98 296 08:15 AM 5 6 18 29 12 168 9 189 2 5 4 11 4 93 4 101 330 Total Volume 33 26 92 151 35 706 41 782 22 23 18 63 24 371 18 413 1409 % App. Total 21.9 17.2 60.9 4.5 90.3 5.2 34.9 36.5 28.6 5.8 89.8 4.4 PHF .550 .591 .767 .786 .729 .840 .854 .861 .786 .575 .750 .716 .600 .883 .750 .914 .881 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-141 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 92 Thru 26 Left 33 InOut Total 88 151 239 Ri g h t 41 Th r u 70 6 Le f t 35 Ou t To t a l In 42 2 78 2 12 0 4 Left 22 Thru 23 Right 18 Out TotalIn 79 63 142 Le f t 24 Th r u 37 1 Rig h t 18 To t a l Ou t In 82 0 41 3 12 3 3 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:30 AM 07:30 AM 08:00 AM +0 mins.11 4 23 38 7 210 10 227 7 6 3 16 6 88 4 98 +15 mins.12 10 16 38 6 196 10 212 7 10 5 22 4 93 4 101 +30 mins.15 5 24 44 10 132 12 154 6 2 6 14 2 89 6 97 +45 mins.7 11 30 48 12 168 9 189 2 5 4 11 8 112 5 125 Total Volume 45 30 93 168 35 706 41 782 22 23 18 63 20 382 19 421 % App. Total 26.8 17.9 55.4 4.5 90.3 5.2 34.9 36.5 28.6 4.8 90.7 4.5 PHF .750 .682 .775 .875 .729 .840 .854 .861 .786 .575 .750 .716 .625 .853 .792 .842 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-142 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 11 4 22 37 6 133 2 141 0 2 1 3 3 69 3 75 256 07:15 AM 12 10 15 37 4 149 3 156 0 1 2 3 3 65 4 72 268 07:30 AM 15 5 24 44 6 202 10 218 6 6 3 15 4 95 2 101 378 07:45 AM 7 11 30 48 5 191 10 206 6 10 5 21 9 78 6 93 368 Total 45 30 91 166 21 675 25 721 12 19 11 42 19 307 15 341 1270 08:00 AM 6 4 20 30 10 125 11 146 6 2 6 14 6 84 3 93 283 08:15 AM 5 6 18 29 9 166 9 184 1 5 2 8 4 90 3 97 318 08:30 AM 9 5 20 34 6 112 4 122 1 4 5 10 2 86 4 92 258 08:45 AM 11 10 10 31 5 157 10 172 1 3 5 9 8 106 3 117 329 Total 31 25 68 124 30 560 34 624 9 14 18 41 20 366 13 399 1188 Grand Total 76 55 159 290 51 1235 59 1345 21 33 29 83 39 673 28 740 2458 Apprch %26.2 19 54.8 3.8 91.8 4.4 25.3 39.8 34.9 5.3 90.9 3.8 Total %3.1 2.2 6.5 11.8 2.1 50.2 2.4 54.7 0.9 1.3 1.2 3.4 1.6 27.4 1.1 30.1 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 15 5 24 44 6 202 10 218 6 6 3 15 4 95 2 101 378 07:45 AM 7 11 30 48 5 191 10 206 6 10 5 21 9 78 6 93 368 08:00 AM 6 4 20 30 10 125 11 146 6 2 6 14 6 84 3 93 283 08:15 AM 5 6 18 29 9 166 9 184 1 5 2 8 4 90 3 97 318 Total Volume 33 26 92 151 30 684 40 754 19 23 16 58 23 347 14 384 1347 % App. Total 21.9 17.2 60.9 4 90.7 5.3 32.8 39.7 27.6 6 90.4 3.6 PHF .550 .591 .767 .786 .750 .847 .909 .865 .792 .575 .667 .690 .639 .913 .583 .950 .891 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-143 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 92 Thru 26 Left 33 InOut Total 86 151 237 Ri g h t 40 Th r u 68 4 Le f t 30 Ou t To t a l In 39 6 75 4 11 5 0 Left 19 Thru 23 Right 16 Out TotalIn 70 58 128 Le f t 23 Th r u 34 7 Rig h t 14 To t a l Ou t In 79 5 38 4 11 7 9 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.15 5 24 44 6 202 10 218 6 6 3 15 4 95 2 101 +15 mins.7 11 30 48 5 191 10 206 6 10 5 21 9 78 6 93 +30 mins.6 4 20 30 10 125 11 146 6 2 6 14 6 84 3 93 +45 mins.5 6 18 29 9 166 9 184 1 5 2 8 4 90 3 97 Total Volume 33 26 92 151 30 684 40 754 19 23 16 58 23 347 14 384 % App. Total 21.9 17.2 60.9 4 90.7 5.3 32.8 39.7 27.6 6 90.4 3.6 PHF .550 .591 .767 .786 .750 .847 .909 .865 .792 .575 .667 .690 .639 .913 .583 .950 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-144 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 1 1 0 3 0 3 0 0 0 0 1 1 1 3 7 07:15 AM 0 0 1 1 0 3 0 3 0 0 0 0 0 2 2 4 8 07:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 4 1 5 10 07:45 AM 0 0 0 0 0 3 0 3 0 0 0 0 1 3 0 4 7 Total 0 0 2 2 0 14 0 14 0 0 0 0 2 10 4 16 32 08:00 AM 0 0 0 0 0 4 1 5 0 0 0 0 0 3 0 3 8 08:15 AM 0 0 0 0 2 0 0 2 1 0 1 2 0 1 1 2 6 08:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 3 08:45 AM 0 0 1 1 0 4 0 4 0 0 1 1 0 4 1 5 11 Total 0 0 1 1 2 10 1 13 1 0 2 3 0 8 3 11 28 Grand Total 0 0 3 3 2 24 1 27 1 0 2 3 2 18 7 27 60 Apprch %0 0 100 7.4 88.9 3.7 33.3 0 66.7 7.4 66.7 25.9 Total %0 0 5 5 3.3 40 1.7 45 1.7 0 3.3 5 3.3 30 11.7 45 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 4 1 5 10 07:45 AM 0 0 0 0 0 3 0 3 0 0 0 0 1 3 0 4 7 08:00 AM 0 0 0 0 0 4 1 5 0 0 0 0 0 3 0 3 8 08:15 AM 0 0 0 0 2 0 0 2 1 0 1 2 0 1 1 2 6 Total Volume 0 0 0 0 2 12 1 15 1 0 1 2 1 11 2 14 31 % App. Total 0 0 0 13.3 80 6.7 50 0 50 7.1 78.6 14.3 PHF .000 .000 .000 .000 .250 .600 .250 .750 .250 .000 .250 .250 .250 .688 .500 .700 .775 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-145 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 0 Thru 0 Left 0 InOut Total 2 0 2 Ri g h t 1 Th r u 12 Le f t 2 Ou t To t a l In 12 15 27 Left 1 Thru 0 Right 1 Out TotalIn 4 2 6 Le f t 1 Th r u 11 Rig h t 2 To t a l Ou t In 13 14 27 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 5 0 5 0 0 0 0 0 4 1 5 +15 mins.0 0 0 0 0 3 0 3 0 0 0 0 1 3 0 4 +30 mins.0 0 0 0 0 4 1 5 0 0 0 0 0 3 0 3 +45 mins.0 0 0 0 2 0 0 2 1 0 1 2 0 1 1 2 Total Volume 0 0 0 0 2 12 1 15 1 0 1 2 1 11 2 14 % App. Total 0 0 0 13.3 80 6.7 50 0 50 7.1 78.6 14.3 PHF .000 .000 .000 .000 .250 .600 .250 .750 .250 .000 .250 .250 .250 .688 .500 .700 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-146 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 2 3 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 1 3 0 4 1 0 0 1 0 3 0 3 8 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 Total 0 0 0 0 1 4 0 5 2 0 0 2 0 7 0 7 14 08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 08:15 AM 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 08:30 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 5 0 5 1 0 1 2 0 2 0 2 9 Grand Total 0 0 0 0 1 9 0 10 3 0 1 4 0 9 0 9 23 Apprch %0 0 0 10 90 0 75 0 25 0 100 0 Total %0 0 0 0 4.3 39.1 0 43.5 13 0 4.3 17.4 0 39.1 0 39.1 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 1 3 0 4 1 0 0 1 0 3 0 3 8 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 08:15 AM 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 Total Volume 0 0 0 0 1 7 0 8 1 0 1 2 0 7 0 7 17 % App. Total 0 0 0 12.5 87.5 0 50 0 50 0 100 0 PHF .000 .000 .000 .000 .250 .583 .000 .500 .250 .000 .250 .500 .000 .583 .000 .583 .531 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-147 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 7 Le f t 1 Ou t To t a l In 8 8 16 Left 1 Thru 0 Right 1 Out TotalIn 1 2 3 Le f t 0 Th r u 7 Rig h t 0 To t a l Ou t In 8 7 15 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 1 3 0 4 1 0 0 1 0 3 0 3 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +30 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 Total Volume 0 0 0 0 1 7 0 8 1 0 1 2 0 7 0 7 % App. Total 0 0 0 12.5 87.5 0 50 0 50 0 100 0 PHF .000 .000 .000 .000 .250 .583 .000 .500 .250 .000 .250 .500 .000 .583 .000 .583 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-148 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 3 4 5 07:15 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 4 07:45 AM 0 0 0 0 1 2 0 3 1 0 0 1 0 2 0 2 6 Total 0 0 0 0 1 4 0 5 2 0 0 2 0 6 4 10 17 08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 08:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 2 08:30 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 3 1 4 6 08:45 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 2 1 3 5 Total 0 0 0 0 1 3 0 4 1 0 1 2 0 6 3 9 15 Grand Total 0 0 0 0 2 7 0 9 3 0 1 4 0 12 7 19 32 Apprch %0 0 0 22.2 77.8 0 75 0 25 0 63.2 36.8 Total %0 0 0 0 6.2 21.9 0 28.1 9.4 0 3.1 12.5 0 37.5 21.9 59.4 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 4 07:45 AM 0 0 0 0 1 2 0 3 1 0 0 1 0 2 0 2 6 08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 08:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 2 Total Volume 0 0 0 0 2 3 0 5 1 0 0 1 0 6 2 8 14 % App. Total 0 0 0 40 60 0 100 0 0 0 75 25 PHF .000 .000 .000 .000 .500 .375 .000 .417 .250 .000 .000 .250 .000 .500 .500 .500 .583 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-149 File Name : 02_FON_Alm_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 3 Le f t 2 Ou t To t a l In 6 5 11 Left 1 Thru 0 Right 0 Out TotalIn 4 1 5 Le f t 0 Th r u 6 Rig h t 2 To t a l Ou t In 4 8 12 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 +15 mins.0 0 0 0 1 2 0 3 1 0 0 1 0 2 0 2 +30 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 +45 mins.0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 2 3 0 5 1 0 0 1 0 6 2 8 % App. Total 0 0 0 40 60 0 100 0 0 0 75 25 PHF .000 .000 .000 .000 .500 .375 .000 .417 .250 .000 .000 .250 .000 .500 .500 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-150 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 8 7 15 30 2 154 12 168 4 9 8 21 22 271 7 300 519 04:15 PM 8 2 15 25 12 148 24 184 6 12 8 26 17 287 4 308 543 04:30 PM 11 6 12 29 10 133 19 162 11 7 7 25 10 253 7 270 486 04:45 PM 10 3 11 24 6 190 26 222 9 12 7 28 27 326 4 357 631 Total 37 18 53 108 30 625 81 736 30 40 30 100 76 1137 22 1235 2179 05:00 PM 17 0 14 31 6 118 24 148 5 17 7 29 18 327 5 350 558 05:15 PM 13 3 13 29 4 166 20 190 3 9 8 20 25 241 9 275 514 05:30 PM 5 3 12 20 7 158 21 186 4 16 9 29 16 270 4 290 525 05:45 PM 19 12 18 49 6 157 9 172 2 13 5 20 27 258 1 286 527 Total 54 18 57 129 23 599 74 696 14 55 29 98 86 1096 19 1201 2124 Grand Total 91 36 110 237 53 1224 155 1432 44 95 59 198 162 2233 41 2436 4303 Apprch %38.4 15.2 46.4 3.7 85.5 10.8 22.2 48 29.8 6.7 91.7 1.7 Total %2.1 0.8 2.6 5.5 1.2 28.4 3.6 33.3 1 2.2 1.4 4.6 3.8 51.9 1 56.6 Passenger Vehicles 91 36 109 236 53 1190 153 1396 39 94 58 191 161 2203 37 2401 4224 % Passenger Vehicles 100 100 99.1 99.6 100 97.2 98.7 97.5 88.6 98.9 98.3 96.5 99.4 98.7 90.2 98.6 98.2 Large 2 Axle Vehicles 0 0 0 0 0 17 2 19 2 1 1 4 1 24 2 27 50 % Large 2 Axle Vehicles 0 0 0 0 0 1.4 1.3 1.3 4.5 1.1 1.7 2 0.6 1.1 4.9 1.1 1.2 3 Axle Vehicles 0 0 1 1 0 10 0 10 0 0 0 0 0 3 0 3 14 % 3 Axle Vehicles 0 0 0.9 0.4 0 0.8 0 0.7 0 0 0 0 0 0.1 0 0.1 0.3 4+ Axle Trucks 0 0 0 0 0 7 0 7 3 0 0 3 0 3 2 5 15 % 4+ Axle Trucks 0 0 0 0 0 0.6 0 0.5 6.8 0 0 1.5 0 0.1 4.9 0.2 0.3 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 10 3 11 24 6 190 26 222 9 12 7 28 27 326 4 357 631 05:00 PM 17 0 14 31 6 118 24 148 5 17 7 29 18 327 5 350 558 05:15 PM 13 3 13 29 4 166 20 190 3 9 8 20 25 241 9 275 514 05:30 PM 5 3 12 20 7 158 21 186 4 16 9 29 16 270 4 290 525 Total Volume 45 9 50 104 23 632 91 746 21 54 31 106 86 1164 22 1272 2228 % App. Total 43.3 8.7 48.1 3.1 84.7 12.2 19.8 50.9 29.2 6.8 91.5 1.7 PHF .662 .750 .893 .839 .821 .832 .875 .840 .583 .794 .861 .914 .796 .890 .611 .891 .883 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-151 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 50 Thru 9 Left 45 InOut Total 231 104 335 Ri g h t 91 Th r u 63 2 Le f t 23 Ou t To t a l In 12 4 0 74 6 19 8 6 Left 21 Thru 54 Right 31 Out TotalIn 54 106 160 Le f t 86 Th r u 11 6 4 Rig h t 22 To t a l Ou t In 70 3 12 7 2 19 7 5 Peak Hour Begins at 04:45 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:45 PM 04:15 PM 04:15 PM +0 mins.17 0 14 31 6 190 26 222 6 12 8 26 17 287 4 308 +15 mins.13 3 13 29 6 118 24 148 11 7 7 25 10 253 7 270 +30 mins.5 3 12 20 4 166 20 190 9 12 7 28 27 326 4 357 +45 mins.19 12 18 49 7 158 21 186 5 17 7 29 18 327 5 350 Total Volume 54 18 57 129 23 632 91 746 31 48 29 108 72 1193 20 1285 % App. Total 41.9 14 44.2 3.1 84.7 12.2 28.7 44.4 26.9 5.6 92.8 1.6 PHF .711 .375 .792 .658 .821 .832 .875 .840 .705 .706 .906 .931 .667 .912 .714 .900 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-152 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 8 7 15 30 2 149 11 162 3 9 8 20 22 266 6 294 506 04:15 PM 8 2 15 25 12 146 23 181 6 11 8 25 16 284 3 303 534 04:30 PM 11 6 12 29 10 130 19 159 10 7 7 24 10 247 6 263 475 04:45 PM 10 3 11 24 6 181 26 213 8 12 7 27 27 323 4 354 618 Total 37 18 53 108 30 606 79 715 27 39 30 96 75 1120 19 1214 2133 05:00 PM 17 0 14 31 6 116 24 146 4 17 6 27 18 325 5 348 552 05:15 PM 13 3 13 29 4 164 20 188 3 9 8 20 25 238 8 271 508 05:30 PM 5 3 12 20 7 154 21 182 3 16 9 28 16 264 4 284 514 05:45 PM 19 12 17 48 6 150 9 165 2 13 5 20 27 256 1 284 517 Total 54 18 56 128 23 584 74 681 12 55 28 95 86 1083 18 1187 2091 Grand Total 91 36 109 236 53 1190 153 1396 39 94 58 191 161 2203 37 2401 4224 Apprch %38.6 15.3 46.2 3.8 85.2 11 20.4 49.2 30.4 6.7 91.8 1.5 Total %2.2 0.9 2.6 5.6 1.3 28.2 3.6 33 0.9 2.2 1.4 4.5 3.8 52.2 0.9 56.8 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 10 3 11 24 6 181 26 213 8 12 7 27 27 323 4 354 618 05:00 PM 17 0 14 31 6 116 24 146 4 17 6 27 18 325 5 348 552 05:15 PM 13 3 13 29 4 164 20 188 3 9 8 20 25 238 8 271 508 05:30 PM 5 3 12 20 7 154 21 182 3 16 9 28 16 264 4 284 514 Total Volume 45 9 50 104 23 615 91 729 18 54 30 102 86 1150 21 1257 2192 % App. Total 43.3 8.7 48.1 3.2 84.4 12.5 17.6 52.9 29.4 6.8 91.5 1.7 PHF .662 .750 .893 .839 .821 .849 .875 .856 .563 .794 .833 .911 .796 .885 .656 .888 .887 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-153 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 50 Thru 9 Left 45 InOut Total 231 104 335 Ri g h t 91 Th r u 61 5 Le f t 23 Ou t To t a l In 12 2 5 72 9 19 5 4 Left 18 Thru 54 Right 30 Out TotalIn 53 102 155 Le f t 86 Th r u 11 5 0 Rig h t 21 To t a l Ou t In 68 3 12 5 7 19 4 0 Peak Hour Begins at 04:45 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins.10 3 11 24 6 181 26 213 8 12 7 27 27 323 4 354 +15 mins.17 0 14 31 6 116 24 146 4 17 6 27 18 325 5 348 +30 mins.13 3 13 29 4 164 20 188 3 9 8 20 25 238 8 271 +45 mins.5 3 12 20 7 154 21 182 3 16 9 28 16 264 4 284 Total Volume 45 9 50 104 23 615 91 729 18 54 30 102 86 1150 21 1257 % App. Total 43.3 8.7 48.1 3.2 84.4 12.5 17.6 52.9 29.4 6.8 91.5 1.7 PHF .662 .750 .893 .839 .821 .849 .875 .856 .563 .794 .833 .911 .796 .885 .656 .888 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-154 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 3 0 3 6 04:15 PM 0 0 0 0 0 0 1 1 0 1 0 1 1 1 0 2 4 04:30 PM 0 0 0 0 0 2 0 2 1 0 0 1 0 5 1 6 9 04:45 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6 Total 0 0 0 0 0 7 2 9 1 1 0 2 1 12 1 14 25 05:00 PM 0 0 0 0 0 1 0 1 1 0 1 2 0 2 0 2 5 05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 1 3 5 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 6 0 6 9 05:45 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6 Total 0 0 0 0 0 10 0 10 1 0 1 2 0 12 1 13 25 Grand Total 0 0 0 0 0 17 2 19 2 1 1 4 1 24 2 27 50 Apprch %0 0 0 0 89.5 10.5 50 25 25 3.7 88.9 7.4 Total %0 0 0 0 0 34 4 38 4 2 2 8 2 48 4 54 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6 05:00 PM 0 0 0 0 0 1 0 1 1 0 1 2 0 2 0 2 5 05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 1 3 5 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 6 0 6 9 Total Volume 0 0 0 0 0 9 0 9 1 0 1 2 0 13 1 14 25 % App. Total 0 0 0 0 100 0 50 0 50 0 92.9 7.1 PHF .000 .000 .000 .000 .000 .750 .000 .750 .250 .000 .250 .250 .000 .542 .250 .583 .694 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-155 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 9 Le f t 0 Ou t To t a l In 14 9 23 Left 1 Thru 0 Right 1 Out TotalIn 1 2 3 Le f t 0 Th r u 13 Rig h t 1 To t a l Ou t In 10 14 24 Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins.0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 +15 mins.0 0 0 0 0 1 0 1 1 0 1 2 0 2 0 2 +30 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 2 1 3 +45 mins.0 0 0 0 0 3 0 3 0 0 0 0 0 6 0 6 Total Volume 0 0 0 0 0 9 0 9 1 0 1 2 0 13 1 14 % App. Total 0 0 0 0 100 0 50 0 50 0 92.9 7.1 PHF .000 .000 .000 .000 .000 .750 .000 .750 .250 .000 .250 .250 .000 .542 .250 .583 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-156 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 6 Total 0 0 0 0 0 9 0 9 0 0 0 0 0 3 0 3 12 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 2 Total 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 2 Grand Total 0 0 1 1 0 10 0 10 0 0 0 0 0 3 0 3 14 Apprch %0 0 100 0 100 0 0 0 0 0 100 0 Total %0 0 7.1 7.1 0 71.4 0 71.4 0 0 0 0 0 21.4 0 21.4 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 6 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 6 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-157 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 6 Le f t 0 Ou t To t a l In 0 6 6 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Rig h t 0 To t a l Ou t In 6 0 6 Peak Hour Begins at 04:45 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins.0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-158 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 2 1 3 5 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 0 0 0 0 3 0 3 2 0 0 2 0 2 2 4 9 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2 05:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 4 0 4 1 0 0 1 0 1 0 1 6 Grand Total 0 0 0 0 0 7 0 7 3 0 0 3 0 3 2 5 15 Apprch %0 0 0 0 100 0 100 0 0 0 60 40 Total %0 0 0 0 0 46.7 0 46.7 20 0 0 20 0 20 13.3 33.3 Almeria Avenue Southbound Foothill Boulevard Westbound Almeria Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2 Total Volume 0 0 0 0 0 2 0 2 2 0 0 2 0 1 0 1 5 % App. Total 0 0 0 0 100 0 100 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .500 .000 .000 .500 .000 .250 .000 .250 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-159 File Name : 02_FON_Alm_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Almeria Avenue E/W: Foothill Boulevard Weather: Clear Almeria Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Almeria Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 2 Le f t 0 Ou t To t a l In 1 2 3 Left 2 Thru 0 Right 0 Out TotalIn 0 2 2 Le f t 0 Th r u 1 Rig h t 0 To t a l Ou t In 4 1 5 Peak Hour Begins at 04:45 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins.0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 Total Volume 0 0 0 0 0 2 0 2 2 0 0 2 0 1 0 1 % App. Total 0 0 0 0 100 0 100 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .500 .000 .000 .500 .000 .250 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-160 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 6 4 4 14 2 143 4 149 5 8 2 15 0 78 4 82 260 07:15 AM 6 7 11 24 3 151 6 160 4 9 10 23 4 77 4 85 292 07:30 AM 3 4 15 22 2 168 1 171 20 6 10 36 4 111 3 118 347 07:45 AM 4 5 8 17 2 194 7 203 7 6 6 19 1 94 5 100 339 Total 19 20 38 77 9 656 18 683 36 29 28 93 9 360 16 385 1238 08:00 AM 3 6 11 20 6 151 9 166 9 13 6 28 2 87 6 95 309 08:15 AM 5 3 5 13 10 143 8 161 11 1 7 19 3 80 6 89 282 08:30 AM 4 5 9 18 5 129 4 138 9 7 11 27 3 100 8 111 294 08:45 AM 7 4 4 15 7 149 8 164 10 11 13 34 3 114 15 132 345 Total 19 18 29 66 28 572 29 629 39 32 37 108 11 381 35 427 1230 Grand Total 38 38 67 143 37 1228 47 1312 75 61 65 201 20 741 51 812 2468 Apprch %26.6 26.6 46.9 2.8 93.6 3.6 37.3 30.3 32.3 2.5 91.3 6.3 Total %1.5 1.5 2.7 5.8 1.5 49.8 1.9 53.2 3 2.5 2.6 8.1 0.8 30 2.1 32.9 Passenger Vehicles 38 37 66 141 33 1184 47 1264 74 59 61 194 19 697 48 764 2363 % Passenger Vehicles 100 97.4 98.5 98.6 89.2 96.4 100 96.3 98.7 96.7 93.8 96.5 95 94.1 94.1 94.1 95.7 Large 2 Axle Vehicles 0 1 0 1 3 26 0 29 1 2 4 7 0 21 2 23 60 % Large 2 Axle Vehicles 0 2.6 0 0.7 8.1 2.1 0 2.2 1.3 3.3 6.2 3.5 0 2.8 3.9 2.8 2.4 3 Axle Vehicles 0 0 1 1 1 10 0 11 0 0 0 0 1 11 0 12 24 % 3 Axle Vehicles 0 0 1.5 0.7 2.7 0.8 0 0.8 0 0 0 0 5 1.5 0 1.5 1 4+ Axle Trucks 0 0 0 0 0 8 0 8 0 0 0 0 0 12 1 13 21 % 4+ Axle Trucks 0 0 0 0 0 0.7 0 0.6 0 0 0 0 0 1.6 2 1.6 0.9 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 6 7 11 24 3 151 6 160 4 9 10 23 4 77 4 85 292 07:30 AM 3 4 15 22 2 168 1 171 20 6 10 36 4 111 3 118 347 07:45 AM 4 5 8 17 2 194 7 203 7 6 6 19 1 94 5 100 339 08:00 AM 3 6 11 20 6 151 9 166 9 13 6 28 2 87 6 95 309 Total Volume 16 22 45 83 13 664 23 700 40 34 32 106 11 369 18 398 1287 % App. Total 19.3 26.5 54.2 1.9 94.9 3.3 37.7 32.1 30.2 2.8 92.7 4.5 PHF .667 .786 .750 .865 .542 .856 .639 .862 .500 .654 .800 .736 .688 .831 .750 .843 .927 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-161 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 45 Thru 22 Left 16 InOut Total 68 83 151 Ri g h t 23 Th r u 66 4 Le f t 13 Ou t To t a l In 41 7 70 0 11 1 7 Left 40 Thru 34 Right 32 Out TotalIn 53 106 159 Le f t 11 Th r u 36 9 Rig h t 18 To t a l Ou t In 74 9 39 8 11 4 7 Peak Hour Begins at 07:15 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:30 AM 08:00 AM 08:00 AM +0 mins.6 7 11 24 2 168 1 171 9 13 6 28 2 87 6 95 +15 mins.3 4 15 22 2 194 7 203 11 1 7 19 3 80 6 89 +30 mins.4 5 8 17 6 151 9 166 9 7 11 27 3 100 8 111 +45 mins.3 6 11 20 10 143 8 161 10 11 13 34 3 114 15 132 Total Volume 16 22 45 83 20 656 25 701 39 32 37 108 11 381 35 427 % App. Total 19.3 26.5 54.2 2.9 93.6 3.6 36.1 29.6 34.3 2.6 89.2 8.2 PHF .667 .786 .750 .865 .500 .845 .694 .863 .886 .615 .712 .794 .917 .836 .583 .809 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-162 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 6 4 4 14 1 139 4 144 5 8 1 14 0 74 4 78 250 07:15 AM 6 7 10 23 2 145 6 153 4 8 10 22 4 74 4 82 280 07:30 AM 3 4 15 22 2 162 1 165 19 6 9 34 3 102 3 108 329 07:45 AM 4 5 8 17 2 189 7 198 7 6 6 19 1 88 5 94 328 Total 19 20 37 76 7 635 18 660 35 28 26 89 8 338 16 362 1187 08:00 AM 3 5 11 19 5 144 9 158 9 12 5 26 2 82 6 90 293 08:15 AM 5 3 5 13 10 137 8 155 11 1 6 18 3 74 6 83 269 08:30 AM 4 5 9 18 4 125 4 133 9 7 11 27 3 95 7 105 283 08:45 AM 7 4 4 15 7 143 8 158 10 11 13 34 3 108 13 124 331 Total 19 17 29 65 26 549 29 604 39 31 35 105 11 359 32 402 1176 Grand Total 38 37 66 141 33 1184 47 1264 74 59 61 194 19 697 48 764 2363 Apprch %27 26.2 46.8 2.6 93.7 3.7 38.1 30.4 31.4 2.5 91.2 6.3 Total %1.6 1.6 2.8 6 1.4 50.1 2 53.5 3.1 2.5 2.6 8.2 0.8 29.5 2 32.3 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 6 7 10 23 2 145 6 153 4 8 10 22 4 74 4 82 280 07:30 AM 3 4 15 22 2 162 1 165 19 6 9 34 3 102 3 108 329 07:45 AM 4 5 8 17 2 189 7 198 7 6 6 19 1 88 5 94 328 08:00 AM 3 5 11 19 5 144 9 158 9 12 5 26 2 82 6 90 293 Total Volume 16 21 44 81 11 640 23 674 39 32 30 101 10 346 18 374 1230 % App. Total 19.8 25.9 54.3 1.6 95 3.4 38.6 31.7 29.7 2.7 92.5 4.8 PHF .667 .750 .733 .880 .550 .847 .639 .851 .513 .667 .750 .743 .625 .848 .750 .866 .935 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-163 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 44 Thru 21 Left 16 InOut Total 65 81 146 Ri g h t 23 Th r u 64 0 Le f t 11 Ou t To t a l In 39 2 67 4 10 6 6 Left 39 Thru 32 Right 30 Out TotalIn 50 101 151 Le f t 10 Th r u 34 6 Rig h t 18 To t a l Ou t In 72 3 37 4 10 9 7 Peak Hour Begins at 07:15 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.6 7 10 23 2 145 6 153 4 8 10 22 4 74 4 82 +15 mins.3 4 15 22 2 162 1 165 19 6 9 34 3 102 3 108 +30 mins.4 5 8 17 2 189 7 198 7 6 6 19 1 88 5 94 +45 mins.3 5 11 19 5 144 9 158 9 12 5 26 2 82 6 90 Total Volume 16 21 44 81 11 640 23 674 39 32 30 101 10 346 18 374 % App. Total 19.8 25.9 54.3 1.6 95 3.4 38.6 31.7 29.7 2.7 92.5 4.8 PHF .667 .750 .733 .880 .550 .847 .639 .851 .513 .667 .750 .743 .625 .848 .750 .866 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-164 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 3 0 3 0 0 1 1 0 1 0 1 5 07:15 AM 0 0 0 0 1 4 0 5 0 1 0 1 0 2 0 2 8 07:30 AM 0 0 0 0 0 2 0 2 1 0 1 2 0 4 0 4 8 07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5 Total 0 0 0 0 1 11 0 12 1 1 2 4 0 10 0 10 26 08:00 AM 0 1 0 1 1 4 0 5 0 1 1 2 0 3 0 3 11 08:15 AM 0 0 0 0 0 4 0 4 0 0 1 1 0 3 0 3 8 08:30 AM 0 0 0 0 1 3 0 4 0 0 0 0 0 1 0 1 5 08:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 4 2 6 10 Total 0 1 0 1 2 15 0 17 0 1 2 3 0 11 2 13 34 Grand Total 0 1 0 1 3 26 0 29 1 2 4 7 0 21 2 23 60 Apprch %0 100 0 10.3 89.7 0 14.3 28.6 57.1 0 91.3 8.7 Total %0 1.7 0 1.7 5 43.3 0 48.3 1.7 3.3 6.7 11.7 0 35 3.3 38.3 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 1 4 0 5 0 1 0 1 0 2 0 2 8 07:30 AM 0 0 0 0 0 2 0 2 1 0 1 2 0 4 0 4 8 07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5 08:00 AM 0 1 0 1 1 4 0 5 0 1 1 2 0 3 0 3 11 Total Volume 0 1 0 1 2 12 0 14 1 2 2 5 0 12 0 12 32 % App. Total 0 100 0 14.3 85.7 0 20 40 40 0 100 0 PHF .000 .250 .000 .250 .500 .750 .000 .700 .250 .500 .500 .625 .000 .750 .000 .750 .727 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-165 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 0 Thru 1 Left 0 InOut Total 2 1 3 Ri g h t 0 Th r u 12 Le f t 2 Ou t To t a l In 14 14 28 Left 1 Thru 2 Right 2 Out TotalIn 3 5 8 Le f t 0 Th r u 12 Rig h t 0 To t a l Ou t In 13 12 25 Peak Hour Begins at 07:15 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 0 0 1 4 0 5 0 1 0 1 0 2 0 2 +15 mins.0 0 0 0 0 2 0 2 1 0 1 2 0 4 0 4 +30 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 +45 mins.0 1 0 1 1 4 0 5 0 1 1 2 0 3 0 3 Total Volume 0 1 0 1 2 12 0 14 1 2 2 5 0 12 0 12 % App. Total 0 100 0 14.3 85.7 0 20 40 40 0 100 0 PHF .000 .250 .000 .250 .500 .750 .000 .700 .250 .500 .500 .625 .000 .750 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-166 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 2 0 2 3 07:15 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 1 0 1 3 07:30 AM 0 0 0 0 0 4 0 4 0 0 0 0 1 3 0 4 8 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 1 1 1 5 0 6 0 0 0 0 1 7 0 8 15 08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 08:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 4 9 Grand Total 0 0 1 1 1 10 0 11 0 0 0 0 1 11 0 12 24 Apprch %0 0 100 9.1 90.9 0 0 0 0 8.3 91.7 0 Total %0 0 4.2 4.2 4.2 41.7 0 45.8 0 0 0 0 4.2 45.8 0 50 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 1 0 1 3 07:30 AM 0 0 0 0 0 4 0 4 0 0 0 0 1 3 0 4 8 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 Total Volume 0 0 1 1 0 7 0 7 0 0 0 0 1 7 0 8 16 % App. Total 0 0 100 0 100 0 0 0 0 12.5 87.5 0 PHF .000 .000 .250 .250 .000 .438 .000 .438 .000 .000 .000 .000 .250 .583 .000 .500 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-167 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 1 Thru 0 Left 0 InOut Total 1 1 2 Ri g h t 0 Th r u 7 Le f t 0 Ou t To t a l In 7 7 14 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 1 Th r u 7 Rig h t 0 To t a l Ou t In 8 8 16 Peak Hour Begins at 07:15 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 1 1 0 1 0 1 0 0 0 0 0 1 0 1 +15 mins.0 0 0 0 0 4 0 4 0 0 0 0 1 3 0 4 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 Total Volume 0 0 1 1 0 7 0 7 0 0 0 0 1 7 0 8 % App. Total 0 0 100 0 100 0 0 0 0 12.5 87.5 0 PHF .000 .000 .250 .250 .000 .438 .000 .438 .000 .000 .000 .000 .250 .583 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-168 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:45 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5 Total 0 0 0 0 0 5 0 5 0 0 0 0 0 5 0 5 10 08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 1 4 5 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 Total 0 0 0 0 0 3 0 3 0 0 0 0 0 7 1 8 11 Grand Total 0 0 0 0 0 8 0 8 0 0 0 0 0 12 1 13 21 Apprch %0 0 0 0 100 0 0 0 0 0 92.3 7.7 Total %0 0 0 0 0 38.1 0 38.1 0 0 0 0 0 57.1 4.8 61.9 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:45 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5 08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 4 9 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .417 .000 .417 .000 .000 .000 .000 .000 .500 .000 .500 .450 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-169 File Name : 03_FON_Tok_FH AM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 5 Le f t 0 Ou t To t a l In 4 5 9 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 4 Rig h t 0 To t a l Ou t In 5 4 9 Peak Hour Begins at 07:15 AM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:15 AM 07:15 AM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +30 mins.0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 +45 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 4 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .417 .000 .417 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-170 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 12 5 22 8 152 7 167 12 11 17 40 6 278 16 300 529 04:15 PM 3 8 8 19 16 145 11 172 23 18 20 61 12 283 10 305 557 04:30 PM 7 4 5 16 9 146 11 166 17 38 14 69 11 268 11 290 541 04:45 PM 4 3 5 12 13 182 8 203 11 18 14 43 15 287 14 316 574 Total 19 27 23 69 46 625 37 708 63 85 65 213 44 1116 51 1211 2201 05:00 PM 6 6 3 15 8 146 10 164 17 23 18 58 11 335 11 357 594 05:15 PM 1 3 4 8 12 160 11 183 11 14 17 42 11 254 9 274 507 05:30 PM 7 6 2 15 7 167 16 190 17 32 20 69 20 257 10 287 561 05:45 PM 6 6 9 21 8 130 13 151 12 25 13 50 12 245 12 269 491 Total 20 21 18 59 35 603 50 688 57 94 68 219 54 1091 42 1187 2153 Grand Total 39 48 41 128 81 1228 87 1396 120 179 133 432 98 2207 93 2398 4354 Apprch %30.5 37.5 32 5.8 88 6.2 27.8 41.4 30.8 4.1 92 3.9 Total %0.9 1.1 0.9 2.9 1.9 28.2 2 32.1 2.8 4.1 3.1 9.9 2.3 50.7 2.1 55.1 Passenger Vehicles 39 47 41 127 81 1196 86 1363 120 179 133 432 97 2176 92 2365 4287 % Passenger Vehicles 100 97.9 100 99.2 100 97.4 98.9 97.6 100 100 100 100 99 98.6 98.9 98.6 98.5 Large 2 Axle Vehicles 0 1 0 1 0 18 1 19 0 0 0 0 1 25 1 27 47 % Large 2 Axle Vehicles 0 2.1 0 0.8 0 1.5 1.1 1.4 0 0 0 0 1 1.1 1.1 1.1 1.1 3 Axle Vehicles 0 0 0 0 0 8 0 8 0 0 0 0 0 4 0 4 12 % 3 Axle Vehicles 0 0 0 0 0 0.7 0 0.6 0 0 0 0 0 0.2 0 0.2 0.3 4+ Axle Trucks 0 0 0 0 0 6 0 6 0 0 0 0 0 2 0 2 8 % 4+ Axle Trucks 0 0 0 0 0 0.5 0 0.4 0 0 0 0 0 0.1 0 0.1 0.2 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 3 8 8 19 16 145 11 172 23 18 20 61 12 283 10 305 557 04:30 PM 7 4 5 16 9 146 11 166 17 38 14 69 11 268 11 290 541 04:45 PM 4 3 5 12 13 182 8 203 11 18 14 43 15 287 14 316 574 05:00 PM 6 6 3 15 8 146 10 164 17 23 18 58 11 335 11 357 594 Total Volume 20 21 21 62 46 619 40 705 68 97 66 231 49 1173 46 1268 2266 % App. Total 32.3 33.9 33.9 6.5 87.8 5.7 29.4 42 28.6 3.9 92.5 3.6 PHF .714 .656 .656 .816 .719 .850 .909 .868 .739 .638 .825 .837 .817 .875 .821 .888 .954 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-171 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 21 Thru 21 Left 20 InOut Total 186 62 248 Ri g h t 40 Th r u 61 9 Le f t 46 Ou t To t a l In 12 5 9 70 5 19 6 4 Left 68 Thru 97 Right 66 Out TotalIn 113 231 344 Le f t 49 Th r u 11 7 3 Rig h t 46 To t a l Ou t In 70 8 12 6 8 19 7 6 Peak Hour Begins at 04:15 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:15 PM 04:15 PM +0 mins.5 12 5 22 13 182 8 203 23 18 20 61 12 283 10 305 +15 mins.3 8 8 19 8 146 10 164 17 38 14 69 11 268 11 290 +30 mins.7 4 5 16 12 160 11 183 11 18 14 43 15 287 14 316 +45 mins.4 3 5 12 7 167 16 190 17 23 18 58 11 335 11 357 Total Volume 19 27 23 69 40 655 45 740 68 97 66 231 49 1173 46 1268 % App. Total 27.5 39.1 33.3 5.4 88.5 6.1 29.4 42 28.6 3.9 92.5 3.6 PHF .679 .563 .719 .784 .769 .900 .703 .911 .739 .638 .825 .837 .817 .875 .821 .888 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-172 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 12 5 22 8 148 7 163 12 11 17 40 6 275 16 297 522 04:15 PM 3 7 8 18 16 143 11 170 23 18 20 61 12 279 10 301 550 04:30 PM 7 4 5 16 9 144 11 164 17 38 14 69 11 263 11 285 534 04:45 PM 4 3 5 12 13 172 8 193 11 18 14 43 14 282 14 310 558 Total 19 26 23 68 46 607 37 690 63 85 65 213 43 1099 51 1193 2164 05:00 PM 6 6 3 15 8 144 10 162 17 23 18 58 11 332 10 353 588 05:15 PM 1 3 4 8 12 158 11 181 11 14 17 42 11 250 9 270 501 05:30 PM 7 6 2 15 7 162 15 184 17 32 20 69 20 252 10 282 550 05:45 PM 6 6 9 21 8 125 13 146 12 25 13 50 12 243 12 267 484 Total 20 21 18 59 35 589 49 673 57 94 68 219 54 1077 41 1172 2123 Grand Total 39 47 41 127 81 1196 86 1363 120 179 133 432 97 2176 92 2365 4287 Apprch %30.7 37 32.3 5.9 87.7 6.3 27.8 41.4 30.8 4.1 92 3.9 Total %0.9 1.1 1 3 1.9 27.9 2 31.8 2.8 4.2 3.1 10.1 2.3 50.8 2.1 55.2 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 3 7 8 18 16 143 11 170 23 18 20 61 12 279 10 301 550 04:30 PM 7 4 5 16 9 144 11 164 17 38 14 69 11 263 11 285 534 04:45 PM 4 3 5 12 13 172 8 193 11 18 14 43 14 282 14 310 558 05:00 PM 6 6 3 15 8 144 10 162 17 23 18 58 11 332 10 353 588 Total Volume 20 20 21 61 46 603 40 689 68 97 66 231 48 1156 45 1249 2230 % App. Total 32.8 32.8 34.4 6.7 87.5 5.8 29.4 42 28.6 3.8 92.6 3.6 PHF .714 .714 .656 .847 .719 .876 .909 .892 .739 .638 .825 .837 .857 .870 .804 .885 .948 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-173 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 21 Thru 20 Left 20 InOut Total 185 61 246 Ri g h t 40 Th r u 60 3 Le f t 46 Ou t To t a l In 12 4 2 68 9 19 3 1 Left 68 Thru 97 Right 66 Out TotalIn 111 231 342 Le f t 48 Th r u 11 5 6 Rig h t 45 To t a l Ou t In 69 2 12 4 9 19 4 1 Peak Hour Begins at 04:15 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:15 PM 04:15 PM 04:15 PM +0 mins.3 7 8 18 16 143 11 170 23 18 20 61 12 279 10 301 +15 mins.7 4 5 16 9 144 11 164 17 38 14 69 11 263 11 285 +30 mins.4 3 5 12 13 172 8 193 11 18 14 43 14 282 14 310 +45 mins.6 6 3 15 8 144 10 162 17 23 18 58 11 332 10 353 Total Volume 20 20 21 61 46 603 40 689 68 97 66 231 48 1156 45 1249 % App. Total 32.8 32.8 34.4 6.7 87.5 5.8 29.4 42 28.6 3.8 92.6 3.6 PHF .714 .714 .656 .847 .719 .876 .909 .892 .739 .638 .825 .837 .857 .870 .804 .885 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-174 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5 04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 2 0 2 3 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 5 04:45 PM 0 0 0 0 0 4 0 4 0 0 0 0 1 5 0 6 10 Total 0 1 0 1 0 8 0 8 0 0 0 0 1 13 0 14 23 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 1 4 5 05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 05:30 PM 0 0 0 0 0 3 1 4 0 0 0 0 0 5 0 5 9 05:45 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6 Total 0 0 0 0 0 10 1 11 0 0 0 0 0 12 1 13 24 Grand Total 0 1 0 1 0 18 1 19 0 0 0 0 1 25 1 27 47 Apprch %0 100 0 0 94.7 5.3 0 0 0 3.7 92.6 3.7 Total %0 2.1 0 2.1 0 38.3 2.1 40.4 0 0 0 0 2.1 53.2 2.1 57.4 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 2 0 2 3 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 5 04:45 PM 0 0 0 0 0 4 0 4 0 0 0 0 1 5 0 6 10 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 1 4 5 Total Volume 0 1 0 1 0 6 0 6 0 0 0 0 1 14 1 16 23 % App. Total 0 100 0 0 100 0 0 0 0 6.2 87.5 6.2 PHF .000 .250 .000 .250 .000 .375 .000 .375 .000 .000 .000 .000 .250 .700 .250 .667 .575 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-175 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 0 Thru 1 Left 0 InOut Total 1 1 2 Ri g h t 0 Th r u 6 Le f t 0 Ou t To t a l In 14 6 20 Left 0 Thru 0 Right 0 Out TotalIn 2 0 2 Le f t 1 Th r u 14 Rig h t 1 To t a l Ou t In 6 16 22 Peak Hour Begins at 04:15 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:15 PM 04:15 PM 04:15 PM +0 mins.0 1 0 1 0 0 0 0 0 0 0 0 0 2 0 2 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 +30 mins.0 0 0 0 0 4 0 4 0 0 0 0 1 5 0 6 +45 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 3 1 4 Total Volume 0 1 0 1 0 6 0 6 0 0 0 0 1 14 1 16 % App. Total 0 100 0 0 100 0 0 0 0 6.2 87.5 6.2 PHF .000 .250 .000 .250 .000 .375 .000 .375 .000 .000 .000 .000 .250 .700 .250 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-176 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 6 Total 0 0 0 0 0 7 0 7 0 0 0 0 0 3 0 3 10 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 Grand Total 0 0 0 0 0 8 0 8 0 0 0 0 0 4 0 4 12 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 0 66.7 0 66.7 0 0 0 0 0 33.3 0 33.3 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 6 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 7 0 7 0 0 0 0 0 3 0 3 10 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .292 .000 .292 .000 .000 .000 .000 .000 .375 .000 .375 .417 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-177 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 7 Le f t 0 Ou t To t a l In 3 7 10 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 3 Rig h t 0 To t a l Ou t In 7 3 10 Peak Hour Begins at 04:15 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:15 PM 04:15 PM 04:15 PM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +30 mins.0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 7 0 7 0 0 0 0 0 3 0 3 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .292 .000 .292 .000 .000 .000 .000 .000 .375 .000 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-178 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 1 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 Grand Total 0 0 0 0 0 6 0 6 0 0 0 0 0 2 0 2 8 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 0 75 0 75 0 0 0 0 0 25 0 25 Tokay Avenue Southbound Foothill Boulevard Westbound Tokay Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-179 File Name : 03_FON_Tok_FH PM Site Code : 05122856 Start Date : 6/6/2022 Page No : 2 City of Fontana N/S: Tokay Avenue E/W: Foothill Boulevard Weather: Clear Tokay Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Tokay Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 3 Le f t 0 Ou t To t a l In 0 3 3 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Rig h t 0 To t a l Ou t In 3 0 3 Peak Hour Begins at 04:15 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:15 PM 04:15 PM 04:15 PM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-180 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 12 113 16 2 141 52 137 8 3 197 22 72 10 1 104 16 58 22 14 96 20 538 558 07:15 AM 16 151 27 1 194 42 160 18 4 220 30 94 11 2 135 18 71 28 19 117 26 666 692 07:30 AM 23 130 23 0 176 55 253 16 5 324 32 119 19 4 170 26 81 29 18 136 27 806 833 07:45 AM 25 168 31 5 224 48 185 20 8 253 48 114 13 2 175 39 94 40 24 173 39 825 864 Total 76 562 97 8 735 197 735 62 20 994 132 399 53 9 584 99 304 119 75 522 112 2835 2947 08:00 AM 42 127 32 3 201 62 162 18 5 242 37 119 10 4 166 31 108 32 21 171 33 780 813 08:15 AM 35 152 26 2 213 54 135 22 11 211 18 126 17 6 161 40 79 23 17 142 36 727 763 08:30 AM 37 129 30 2 196 75 108 20 11 203 19 82 19 3 120 30 87 24 18 141 34 660 694 08:45 AM 26 130 21 2 177 35 95 13 9 143 27 98 21 4 146 29 102 29 16 160 31 626 657 Total 140 538 109 9 787 226 500 73 36 799 101 425 67 17 593 130 376 108 72 614 134 2793 2927 Grand Total 216 1100 206 17 1522 423 1235 135 56 1793 233 824 120 26 1177 229 680 227 147 1136 246 5628 5874 Apprch %14.2 72.3 13.5 23.6 68.9 7.5 19.8 70 10.2 20.2 59.9 20 Total %3.8 19.5 3.7 27 7.5 21.9 2.4 31.9 4.1 14.6 2.1 20.9 4.1 12.1 4 20.2 4.2 95.8 Passenger Vehicles 210 1045 195 1466 407 1200 132 1793 226 753 110 1111 211 643 216 1208 0 0 5578 % Passenger Vehicles 97.2 95 94.7 94.1 95.3 96.2 97.2 97.8 96.4 97 97 91.4 91.7 84.6 92.4 92.1 94.6 95.2 93.9 94.2 0 0 95 Large 2 Axle Vehicles 5 32 5 42 9 25 3 39 5 34 9 52 9 28 8 51 0 0 184 % Large 2 Axle Vehicles 2.3 2.9 2.4 0 2.7 2.1 2 2.2 3.6 2.1 2.1 4.1 7.5 15.4 4.3 3.9 4.1 3.5 4.1 4 0 0 3.1 3 Axle Vehicles 1 7 3 12 1 2 0 3 1 19 1 21 7 4 0 11 0 0 47 % 3 Axle Vehicles 0.5 0.6 1.5 5.9 0.8 0.2 0.2 0 0 0.2 0.4 2.3 0.8 0 1.7 3.1 0.6 0 0 0.9 0 0 0.8 4+ Axle Trucks 0 16 3 19 6 8 0 14 1 18 0 19 2 5 3 13 0 0 65 % 4+ Axle Trucks 0 1.5 1.5 0 1.2 1.4 0.6 0 0 0.8 0.4 2.2 0 0 1.6 0.9 0.7 1.3 2 1 0 0 1.1 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 23 130 23 176 55 253 16 324 32 119 19 170 26 81 29 136 806 07:45 AM 25 168 31 224 48 185 20 253 48 114 13 175 39 94 40 173 825 08:00 AM 42 127 32 201 62 162 18 242 37 119 10 166 31 108 32 171 780 08:15 AM 35 152 26 213 54 135 22 211 18 126 17 161 40 79 23 142 727 Total Volume 125 577 112 814 219 735 76 1030 135 478 59 672 136 362 124 622 3138 % App. Total 15.4 70.9 13.8 21.3 71.4 7.4 20.1 71.1 8.8 21.9 58.2 19.9 PHF .744 .859 .875 .908 .883 .726 .864 .795 .703 .948 .776 .960 .850 .838 .775 .899 .951 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-181 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 112 Thru 577 Left 125 InOut Total 690 814 1504 Rig h t 76 Th r u 73 5 Le f t 21 9 Ou t To t a l In 54 6 10 3 0 15 7 6 Left 135 Thru 478 Right 59 Out TotalIn 920 672 1592 Le f t 13 6 Th r u 36 2 Ri g h t 12 4 To t a l Ou t In 98 2 62 2 16 0 4 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-182 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:15 AM 07:30 AM 07:45 AM +0 mins.25 168 31 224 42 160 18 220 32 119 19 170 39 94 40 173 +15 mins.42 127 32 201 55 253 16 324 48 114 13 175 31 108 32 171 +30 mins.35 152 26 213 48 185 20 253 37 119 10 166 40 79 23 142 +45 mins.37 129 30 196 62 162 18 242 18 126 17 161 30 87 24 141 Total Volume 139 576 119 834 207 760 72 1039 135 478 59 672 140 368 119 627 % App. Total 16.7 69.1 14.3 19.9 73.1 6.9 20.1 71.1 8.8 22.3 58.7 19 PHF .827 .857 .930 .931 .835 .751 .900 .802 .703 .948 .776 .960 .875 .852 .744 .906 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-183 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 12 109 15 2 136 50 133 8 3 191 21 65 8 1 94 15 54 22 14 91 20 512 532 07:15 AM 15 146 25 1 186 39 156 18 4 213 29 84 7 1 120 14 66 28 19 108 25 627 652 07:30 AM 22 125 22 0 169 54 245 16 5 315 30 110 19 4 159 25 78 28 17 131 26 774 800 07:45 AM 24 160 31 5 215 47 183 19 7 249 47 103 13 2 163 35 89 39 23 163 37 790 827 Total 73 540 93 8 706 190 717 61 19 968 127 362 47 8 536 89 287 117 73 493 108 2703 2811 08:00 AM 40 120 29 3 189 60 157 18 5 235 36 105 10 4 151 30 100 30 19 160 31 735 766 08:15 AM 35 142 26 2 203 51 128 22 11 201 18 117 14 3 149 36 75 21 15 132 31 685 716 08:30 AM 36 121 29 2 186 73 105 19 11 197 18 78 19 3 115 27 82 23 17 132 33 630 663 08:45 AM 26 122 18 1 166 33 93 12 8 138 27 91 20 4 138 29 99 25 14 153 27 595 622 Total 137 505 102 8 744 217 483 71 35 771 99 391 63 14 553 122 356 99 65 577 122 2645 2767 Grand Total 210 1045 195 16 1450 407 1200 132 54 1739 226 753 110 22 1089 211 643 216 138 1070 230 5348 5578 Apprch %14.5 72.1 13.4 23.4 69 7.6 20.8 69.1 10.1 19.7 60.1 20.2 Total %3.9 19.5 3.6 27.1 7.6 22.4 2.5 32.5 4.2 14.1 2.1 20.4 3.9 12 4 20 4.1 95.9 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 22 125 22 169 54 245 16 315 30 110 19 159 25 78 28 131 774 07:45 AM 24 160 31 215 47 183 19 249 47 103 13 163 35 89 39 163 790 08:00 AM 40 120 29 189 60 157 18 235 36 105 10 151 30 100 30 160 735 08:15 AM 35 142 26 203 51 128 22 201 18 117 14 149 36 75 21 132 685 Total Volume 121 547 108 776 212 713 75 1000 131 435 56 622 126 342 118 586 2984 % App. Total 15.6 70.5 13.9 21.2 71.3 7.5 21.1 69.9 9 21.5 58.4 20.1 PHF .756 .855 .871 .902 .883 .728 .852 .794 .697 .929 .737 .954 .875 .855 .756 .899 .944 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-184 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 108 Thru 547 Left 121 InOut Total 636 776 1412 Rig h t 75 Th r u 71 3 Le f t 21 2 Ou t To t a l In 51 9 10 0 0 15 1 9 Left 131 Thru 435 Right 56 Out TotalIn 877 622 1499 Le f t 12 6 Th r u 34 2 Ri g h t 11 8 To t a l Ou t In 95 2 58 6 15 3 8 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-185 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.22 125 22 169 54 245 16 315 30 110 19 159 25 78 28 131 +15 mins.24 160 31 215 47 183 19 249 47 103 13 163 35 89 39 163 +30 mins.40 120 29 189 60 157 18 235 36 105 10 151 30 100 30 160 +45 mins.35 142 26 203 51 128 22 201 18 117 14 149 36 75 21 132 Total Volume 121 547 108 776 212 713 75 1000 131 435 56 622 126 342 118 586 % App. Total 15.6 70.5 13.9 21.2 71.3 7.5 21.1 69.9 9 21.5 58.4 20.1 PHF .756 .855 .871 .902 .883 .728 .852 .794 .697 .929 .737 .954 .875 .855 .756 .899 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-186 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 2 0 0 2 1 3 0 0 4 1 5 1 0 7 0 3 0 0 3 0 16 16 07:15 AM 1 2 2 0 5 1 3 0 0 4 1 5 4 1 10 1 5 0 0 6 1 25 26 07:30 AM 1 3 0 0 4 1 6 0 0 7 1 4 0 0 5 0 3 1 1 4 1 20 21 07:45 AM 0 6 0 0 6 1 1 1 1 3 1 7 0 0 8 3 4 0 0 7 1 24 25 Total 2 13 2 0 17 4 13 1 1 18 4 21 5 1 30 4 15 1 1 20 3 85 88 08:00 AM 2 4 1 0 7 2 5 0 0 7 1 4 0 0 5 1 6 2 2 9 2 28 30 08:15 AM 0 8 0 0 8 1 4 0 0 5 0 4 3 3 7 3 1 1 1 5 4 25 29 08:30 AM 1 6 1 0 8 0 1 1 0 2 0 1 0 0 1 1 3 1 1 5 1 16 17 08:45 AM 0 1 1 0 2 2 2 1 1 5 0 4 1 0 5 0 3 3 1 6 2 18 20 Total 3 19 3 0 25 5 12 2 1 19 1 13 4 3 18 5 13 7 5 25 9 87 96 Grand Total 5 32 5 0 42 9 25 3 2 37 5 34 9 4 48 9 28 8 6 45 12 172 184 Apprch %11.9 76.2 11.9 24.3 67.6 8.1 10.4 70.8 18.8 20 62.2 17.8 Total %2.9 18.6 2.9 24.4 5.2 14.5 1.7 21.5 2.9 19.8 5.2 27.9 5.2 16.3 4.7 26.2 6.5 93.5 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 1 3 0 4 1 6 0 7 1 4 0 5 0 3 1 4 20 07:45 AM 0 6 0 6 1 1 1 3 1 7 0 8 3 4 0 7 24 08:00 AM 2 4 1 7 2 5 0 7 1 4 0 5 1 6 2 9 28 08:15 AM 0 8 0 8 1 4 0 5 0 4 3 7 3 1 1 5 25 Total Volume 3 21 1 25 5 16 1 22 3 19 3 25 7 14 4 25 97 % App. Total 12 84 4 22.7 72.7 4.5 12 76 12 28 56 16 PHF .375 .656 .250 .781 .625 .667 .250 .786 .750 .679 .250 .781 .583 .583 .500 .694 .866 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-187 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 1 Thru 21 Left 3 InOut Total 27 25 52 Rig h t 1 Th r u 16 Le f t 5 Ou t To t a l In 20 22 42 Left 3 Thru 19 Right 3 Out TotalIn 30 25 55 Le f t 7 Th r u 14 Ri g h t 4 To t a l Ou t In 20 25 45 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-188 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.1 3 0 4 1 6 0 7 1 4 0 5 0 3 1 4 +15 mins.0 6 0 6 1 1 1 3 1 7 0 8 3 4 0 7 +30 mins.2 4 1 7 2 5 0 7 1 4 0 5 1 6 2 9 +45 mins.0 8 0 8 1 4 0 5 0 4 3 7 3 1 1 5 Total Volume 3 21 1 25 5 16 1 22 3 19 3 25 7 14 4 25 % App. Total 12 84 4 22.7 72.7 4.5 12 76 12 28 56 16 PHF .375 .656 .250 .781 .625 .667 .250 .786 .750 .679 .250 .781 .583 .583 .500 .694 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-189 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 0 3 3 07:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3 0 0 0 3 0 5 5 07:30 AM 0 0 1 0 1 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 3 3 07:45 AM 1 0 0 0 1 0 0 0 0 0 0 3 0 0 3 1 1 0 0 2 0 6 6 Total 1 1 1 0 3 0 0 0 0 0 1 6 1 0 8 5 1 0 0 6 0 17 17 08:00 AM 0 0 1 0 1 0 0 0 0 0 0 7 0 0 7 0 1 0 0 1 0 9 9 08:15 AM 0 1 0 0 1 1 0 0 0 1 0 3 0 0 3 1 2 0 0 3 0 8 8 08:30 AM 0 1 0 0 1 0 2 0 0 2 0 1 0 0 1 1 0 0 0 1 0 5 5 08:45 AM 0 4 1 1 5 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 7 8 Total 0 6 2 1 8 1 2 0 0 3 0 13 0 0 13 2 3 0 0 5 1 29 30 Grand Total 1 7 3 1 11 1 2 0 0 3 1 19 1 0 21 7 4 0 0 11 1 46 47 Apprch %9.1 63.6 27.3 33.3 66.7 0 4.8 90.5 4.8 63.6 36.4 0 Total %2.2 15.2 6.5 23.9 2.2 4.3 0 6.5 2.2 41.3 2.2 45.7 15.2 8.7 0 23.9 2.1 97.9 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 1 1 0 0 0 0 1 1 0 2 0 0 0 0 3 07:45 AM 1 0 0 1 0 0 0 0 0 3 0 3 1 1 0 2 6 08:00 AM 0 0 1 1 0 0 0 0 0 7 0 7 0 1 0 1 9 08:15 AM 0 1 0 1 1 0 0 1 0 3 0 3 1 2 0 3 8 Total Volume 1 1 2 4 1 0 0 1 1 14 0 15 2 4 0 6 26 % App. Total 25 25 50 100 0 0 6.7 93.3 0 33.3 66.7 0 PHF .250 .250 .500 1.00 .250 .000 .000 .250 .250 .500 .000 .536 .500 .500 .000 .500 .722 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-190 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 2 Thru 1 Left 1 InOut Total 16 4 20 Rig h t 0 Th r u 0 Le f t 1 Ou t To t a l In 5 1 6 Left 1 Thru 14 Right 0 Out TotalIn 2 15 17 Le f t 2 Th r u 4 Ri g h t 0 To t a l Ou t In 3 6 9 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-191 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 1 1 0 0 0 0 1 1 0 2 0 0 0 0 +15 mins.1 0 0 1 0 0 0 0 0 3 0 3 1 1 0 2 +30 mins.0 0 1 1 0 0 0 0 0 7 0 7 0 1 0 1 +45 mins.0 1 0 1 1 0 0 1 0 3 0 3 1 2 0 3 Total Volume 1 1 2 4 1 0 0 1 1 14 0 15 2 4 0 6 % App. Total 25 25 50 100 0 0 6.7 93.3 0 33.3 66.7 0 PHF .250 .250 .500 1.000 .250 .000 .000 .250 .250 .500 .000 .536 .500 .500 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-192 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 2 1 0 3 1 1 0 0 2 0 1 0 0 1 0 1 0 0 1 0 7 7 07:15 AM 0 2 0 0 2 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 0 9 9 07:30 AM 0 2 0 0 2 0 2 0 0 2 0 4 0 0 4 1 0 0 0 1 0 9 9 07:45 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 1 1 1 1 5 6 Total 0 8 1 0 9 3 5 0 0 8 0 10 0 0 10 1 1 1 1 3 1 30 31 08:00 AM 0 3 1 0 4 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 0 8 8 08:15 AM 0 1 0 0 1 1 3 0 0 4 0 2 0 0 2 0 1 1 1 2 1 9 10 08:30 AM 0 1 0 0 1 2 0 0 0 2 1 2 0 0 3 1 2 0 0 3 0 9 9 08:45 AM 0 3 1 0 4 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 6 7 Total 0 8 2 0 10 3 3 0 0 6 1 8 0 0 9 1 4 2 2 7 2 32 34 Grand Total 0 16 3 0 19 6 8 0 0 14 1 18 0 0 19 2 5 3 3 10 3 62 65 Apprch %0 84.2 15.8 42.9 57.1 0 5.3 94.7 0 20 50 30 Total %0 25.8 4.8 30.6 9.7 12.9 0 22.6 1.6 29 0 30.6 3.2 8.1 4.8 16.1 4.6 95.4 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 2 0 2 0 2 0 2 0 4 0 4 1 0 0 1 9 07:45 AM 0 2 0 2 0 1 0 1 0 1 0 1 0 0 1 1 5 08:00 AM 0 3 1 4 0 0 0 0 0 3 0 3 0 1 0 1 8 08:15 AM 0 1 0 1 1 3 0 4 0 2 0 2 0 1 1 2 9 Total Volume 0 8 1 9 1 6 0 7 0 10 0 10 1 2 2 5 31 % App. Total 0 88.9 11.1 14.3 85.7 0 0 100 0 20 40 40 PHF .000 .667 .250 .563 .250 .500 .000 .438 .000 .625 .000 .625 .250 .500 .500 .625 .861 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-193 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 1 Thru 8 Left 0 InOut Total 11 9 20 Rig h t 0 Th r u 6 Le f t 1 Ou t To t a l In 2 7 9 Left 0 Thru 10 Right 0 Out TotalIn 11 10 21 Le f t 1 Th r u 2 Ri g h t 2 To t a l Ou t In 7 5 12 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-194 File Name : 06_FON_Citrus_Foot AM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 2 0 2 0 2 0 2 0 4 0 4 1 0 0 1 +15 mins.0 2 0 2 0 1 0 1 0 1 0 1 0 0 1 1 +30 mins.0 3 1 4 0 0 0 0 0 3 0 3 0 1 0 1 +45 mins.0 1 0 1 1 3 0 4 0 2 0 2 0 1 1 2 Total Volume 0 8 1 9 1 6 0 7 0 10 0 10 1 2 2 5 % App. Total 0 88.9 11.1 14.3 85.7 0 0 100 0 20 40 40 PHF .000 .667 .250 .563 .250 .500 .000 .438 .000 .625 .000 .625 .250 .500 .500 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-195 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 33 106 11 2 150 61 147 25 8 233 41 137 31 6 209 66 219 40 18 325 34 917 951 04:15 PM 28 119 21 1 168 66 121 26 8 213 45 155 32 2 232 66 212 30 12 308 23 921 944 04:30 PM 26 128 19 1 173 64 156 29 10 249 29 173 21 2 223 72 205 44 26 321 39 966 1005 04:45 PM 33 112 21 2 166 77 139 26 8 242 44 159 30 1 233 49 184 41 21 274 32 915 947 Total 120 465 72 6 657 268 563 106 34 937 159 624 114 11 897 253 820 155 77 1228 128 3719 3847 05:00 PM 25 106 11 4 142 54 150 19 7 223 44 142 21 0 207 64 200 45 19 309 30 881 911 05:15 PM 32 117 12 0 161 68 117 37 12 222 35 147 27 2 209 61 184 52 24 297 38 889 927 05:30 PM 22 106 11 2 139 62 130 31 12 223 28 149 33 5 210 57 182 36 21 275 40 847 887 05:45 PM 28 113 14 0 155 67 122 24 10 213 29 139 17 1 185 65 195 22 14 282 25 835 860 Total 107 442 48 6 597 251 519 111 41 881 136 577 98 8 811 247 761 155 78 1163 133 3452 3585 Grand Total 227 907 120 12 1254 519 1082 217 75 1818 295 1201 212 19 1708 500 1581 310 155 2391 261 7171 7432 Apprch %18.1 72.3 9.6 28.5 59.5 11.9 17.3 70.3 12.4 20.9 66.1 13 Total %3.2 12.6 1.7 17.5 7.2 15.1 3 25.4 4.1 16.7 3 23.8 7 22 4.3 33.3 3.5 96.5 Passenger Vehicles 224 870 113 1218 510 1064 214 1863 292 1171 206 1686 490 1554 303 2502 0 0 7269 % Passenger Vehicles 98.7 95.9 94.2 91.7 96.2 98.3 98.3 98.6 100 98.4 99 97.5 97.2 89.5 97.6 98 98.3 97.7 100 98.3 0 0 97.8 Large 2 Axle Vehicles 3 22 5 31 7 12 2 21 2 21 6 31 6 23 4 33 0 0 116 % Large 2 Axle Vehicles 1.3 2.4 4.2 8.3 2.4 1.3 1.1 0.9 0 1.1 0.7 1.7 2.8 10.5 1.8 1.2 1.5 1.3 0 1.3 0 0 1.6 3 Axle Vehicles 0 10 1 11 0 2 1 3 1 1 0 2 1 2 0 3 0 0 19 % 3 Axle Vehicles 0 1.1 0.8 0 0.9 0 0.2 0.5 0 0.2 0.3 0.1 0 0 0.1 0.2 0.1 0 0 0.1 0 0 0.3 4+ Axle Trucks 0 5 1 6 2 4 0 6 0 8 0 8 3 2 3 8 0 0 28 % 4+ Axle Trucks 0 0.6 0.8 0 0.5 0.4 0.4 0 0 0.3 0 0.7 0 0 0.5 0.6 0.1 1 0 0.3 0 0 0.4 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 33 106 11 150 61 147 25 233 41 137 31 209 66 219 40 325 917 04:15 PM 28 119 21 168 66 121 26 213 45 155 32 232 66 212 30 308 921 04:30 PM 26 128 19 173 64 156 29 249 29 173 21 223 72 205 44 321 966 04:45 PM 33 112 21 166 77 139 26 242 44 159 30 233 49 184 41 274 915 Total Volume 120 465 72 657 268 563 106 937 159 624 114 897 253 820 155 1228 3719 % App. Total 18.3 70.8 11 28.6 60.1 11.3 17.7 69.6 12.7 20.6 66.8 12.6 PHF .909 .908 .857 .949 .870 .902 .914 .941 .883 .902 .891 .962 .878 .936 .881 .945 .962 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-196 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 72 Thru 465 Left 120 InOut Total 983 657 1640 Rig h t 10 6 Th r u 56 3 Le f t 26 8 Ou t To t a l In 10 5 4 93 7 19 9 1 Left 159 Thru 624 Right 114 Out TotalIn 888 897 1785 Le f t 25 3 Th r u 82 0 Ri g h t 15 5 To t a l Ou t In 79 4 12 2 8 20 2 2 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-197 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.33 106 11 150 61 147 25 233 41 137 31 209 66 219 40 325 +15 mins.28 119 21 168 66 121 26 213 45 155 32 232 66 212 30 308 +30 mins.26 128 19 173 64 156 29 249 29 173 21 223 72 205 44 321 +45 mins.33 112 21 166 77 139 26 242 44 159 30 233 49 184 41 274 Total Volume 120 465 72 657 268 563 106 937 159 624 114 897 253 820 155 1228 % App. Total 18.3 70.8 11 28.6 60.1 11.3 17.7 69.6 12.7 20.6 66.8 12.6 PHF .909 .908 .857 .949 .870 .902 .914 .941 .883 .902 .891 .962 .878 .936 .881 .945 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-198 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 32 95 9 1 136 61 143 25 8 229 40 130 30 6 200 63 213 39 18 315 33 880 913 04:15 PM 28 115 19 1 162 64 117 25 8 206 45 152 30 1 227 64 209 28 12 301 22 896 918 04:30 PM 24 123 19 1 166 63 154 29 10 246 28 170 21 2 219 71 201 44 26 316 39 947 986 04:45 PM 33 106 21 2 160 76 137 26 8 239 44 156 30 1 230 48 181 40 21 269 32 898 930 Total 117 439 68 5 624 264 551 105 34 920 157 608 111 10 876 246 804 151 77 1201 126 3621 3747 05:00 PM 25 104 11 4 140 53 148 19 7 220 44 137 20 0 201 63 196 45 19 304 30 865 895 05:15 PM 32 115 10 0 157 65 116 36 12 217 34 145 26 2 205 60 182 49 24 291 38 870 908 05:30 PM 22 102 11 2 135 62 129 31 12 222 28 147 32 4 207 56 179 36 21 271 39 835 874 05:45 PM 28 110 13 0 151 66 120 23 10 209 29 134 17 1 180 65 193 22 14 280 25 820 845 Total 107 431 45 6 583 246 513 109 41 868 135 563 95 7 793 244 750 152 78 1146 132 3390 3522 Grand Total 224 870 113 11 1207 510 1064 214 75 1788 292 1171 206 17 1669 490 1554 303 155 2347 258 7011 7269 Apprch %18.6 72.1 9.4 28.5 59.5 12 17.5 70.2 12.3 20.9 66.2 12.9 Total %3.2 12.4 1.6 17.2 7.3 15.2 3.1 25.5 4.2 16.7 2.9 23.8 7 22.2 4.3 33.5 3.5 96.5 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 32 95 9 136 61 143 25 229 40 130 30 200 63 213 39 315 880 04:15 PM 28 115 19 162 64 117 25 206 45 152 30 227 64 209 28 301 896 04:30 PM 24 123 19 166 63 154 29 246 28 170 21 219 71 201 44 316 947 04:45 PM 33 106 21 160 76 137 26 239 44 156 30 230 48 181 40 269 898 Total Volume 117 439 68 624 264 551 105 920 157 608 111 876 246 804 151 1201 3621 % App. Total 18.8 70.4 10.9 28.7 59.9 11.4 17.9 69.4 12.7 20.5 66.9 12.6 PHF .886 .892 .810 .940 .868 .894 .905 .935 .872 .894 .925 .952 .866 .944 .858 .950 .956 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-199 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 68 Thru 439 Left 117 InOut Total 959 624 1583 Rig h t 10 5 Th r u 55 1 Le f t 26 4 Ou t To t a l In 10 3 2 92 0 19 5 2 Left 157 Thru 608 Right 111 Out TotalIn 854 876 1730 Le f t 24 6 Th r u 80 4 Ri g h t 15 1 To t a l Ou t In 77 6 12 0 1 19 7 7 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-200 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.32 95 9 136 61 143 25 229 40 130 30 200 63 213 39 315 +15 mins.28 115 19 162 64 117 25 206 45 152 30 227 64 209 28 301 +30 mins.24 123 19 166 63 154 29 246 28 170 21 219 71 201 44 316 +45 mins.33 106 21 160 76 137 26 239 44 156 30 230 48 181 40 269 Total Volume 117 439 68 624 264 551 105 920 157 608 111 876 246 804 151 1201 % App. Total 18.8 70.4 10.9 28.7 59.9 11.4 17.9 69.4 12.7 20.5 66.9 12.6 PHF .886 .892 .810 .940 .868 .894 .905 .935 .872 .894 .925 .952 .866 .944 .858 .950 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-201 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 1 7 2 1 10 0 3 0 0 3 0 6 1 0 7 2 4 0 0 6 1 26 27 04:15 PM 0 2 1 0 3 2 3 1 0 6 0 1 2 1 3 1 3 1 0 5 1 17 18 04:30 PM 2 4 0 0 6 1 1 0 0 2 1 2 0 0 3 1 3 0 0 4 0 15 15 04:45 PM 0 0 0 0 0 1 1 0 0 2 0 3 0 0 3 0 3 1 0 4 0 9 9 Total 3 13 3 1 19 4 8 1 0 13 1 12 3 1 16 4 13 2 0 19 2 67 69 05:00 PM 0 0 0 0 0 1 2 0 0 3 0 4 1 0 5 1 4 0 0 5 0 13 13 05:15 PM 0 2 2 0 4 2 0 1 0 3 1 1 1 0 3 1 2 2 0 5 0 15 15 05:30 PM 0 4 0 0 4 0 1 0 0 1 0 2 1 1 3 0 3 0 0 3 1 11 12 05:45 PM 0 3 0 0 3 0 1 0 0 1 0 2 0 0 2 0 1 0 0 1 0 7 7 Total 0 9 2 0 11 3 4 1 0 8 1 9 3 1 13 2 10 2 0 14 1 46 47 Grand Total 3 22 5 1 30 7 12 2 0 21 2 21 6 2 29 6 23 4 0 33 3 113 116 Apprch %10 73.3 16.7 33.3 57.1 9.5 6.9 72.4 20.7 18.2 69.7 12.1 Total %2.7 19.5 4.4 26.5 6.2 10.6 1.8 18.6 1.8 18.6 5.3 25.7 5.3 20.4 3.5 29.2 2.6 97.4 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 7 2 10 0 3 0 3 0 6 1 7 2 4 0 6 26 04:15 PM 0 2 1 3 2 3 1 6 0 1 2 3 1 3 1 5 17 04:30 PM 2 4 0 6 1 1 0 2 1 2 0 3 1 3 0 4 15 04:45 PM 0 0 0 0 1 1 0 2 0 3 0 3 0 3 1 4 9 Total Volume 3 13 3 19 4 8 1 13 1 12 3 16 4 13 2 19 67 % App. Total 15.8 68.4 15.8 30.8 61.5 7.7 6.2 75 18.8 21.1 68.4 10.5 PHF .375 .464 .375 .475 .500 .667 .250 .542 .250 .500 .375 .571 .500 .813 .500 .792 .644 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-202 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 3 Thru 13 Left 3 InOut Total 17 19 36 Rig h t 1 Th r u 8 Le f t 4 Ou t To t a l In 19 13 32 Left 1 Thru 12 Right 3 Out TotalIn 19 16 35 Le f t 4 Th r u 13 Ri g h t 2 To t a l Ou t In 12 19 31 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-203 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.1 7 2 10 0 3 0 3 0 6 1 7 2 4 0 6 +15 mins.0 2 1 3 2 3 1 6 0 1 2 3 1 3 1 5 +30 mins.2 4 0 6 1 1 0 2 1 2 0 3 1 3 0 4 +45 mins.0 0 0 0 1 1 0 2 0 3 0 3 0 3 1 4 Total Volume 3 13 3 19 4 8 1 13 1 12 3 16 4 13 2 19 % App. Total 15.8 68.4 15.8 30.8 61.5 7.7 6.2 75 18.8 21.1 68.4 10.5 PHF .375 .464 .375 .475 .500 .667 .250 .542 .250 .500 .375 .571 .500 .813 .500 .792 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-204 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 2 0 0 2 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 4 4 04:15 PM 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 3 3 04:30 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 3 3 04:45 PM 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 Total 0 9 1 0 10 0 1 0 0 1 1 1 0 0 2 1 1 0 0 2 0 15 15 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 Total 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 4 4 Grand Total 0 10 1 0 11 0 2 1 0 3 1 1 0 0 2 1 2 0 0 3 0 19 19 Apprch %0 90.9 9.1 0 66.7 33.3 50 50 0 33.3 66.7 0 Total %0 52.6 5.3 57.9 0 10.5 5.3 15.8 5.3 5.3 0 10.5 5.3 10.5 0 15.8 0 100 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 2 0 2 0 0 0 0 1 1 0 2 0 0 0 0 4 04:15 PM 0 1 1 2 0 0 0 0 0 0 0 0 1 0 0 1 3 04:30 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 1 0 1 3 04:45 PM 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 Total Volume 0 9 1 10 0 1 0 1 1 1 0 2 1 1 0 2 15 % App. Total 0 90 10 0 100 0 50 50 0 50 50 0 PHF .000 .450 .250 .500 .000 .250 .000 .250 .250 .250 .000 .250 .250 .250 .000 .500 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-205 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 1 Thru 9 Left 0 InOut Total 2 10 12 Rig h t 0 Th r u 1 Le f t 0 Ou t To t a l In 1 1 2 Left 1 Thru 1 Right 0 Out TotalIn 9 2 11 Le f t 1 Th r u 1 Ri g h t 0 To t a l Ou t In 3 2 5 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-206 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 2 0 2 0 0 0 0 1 1 0 2 0 0 0 0 +15 mins.0 1 1 2 0 0 0 0 0 0 0 0 1 0 0 1 +30 mins.0 1 0 1 0 1 0 1 0 0 0 0 0 1 0 1 +45 mins.0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 9 1 10 0 1 0 1 1 1 0 2 1 1 0 2 % App. Total 0 90 10 0 100 0 50 50 0 50 50 0 PHF .000 .450 .250 .500 .000 .250 .000 .250 .250 .250 .000 .250 .250 .250 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-207 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 1 2 1 0 4 0 7 7 04:15 PM 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 0 0 1 0 1 0 5 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04:45 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 3 3 Total 0 4 0 0 4 0 3 0 0 3 0 3 0 0 3 2 2 2 0 6 0 16 16 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 05:15 PM 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 0 3 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 05:45 PM 0 0 1 0 1 1 1 0 0 2 0 3 0 0 3 0 0 0 0 0 0 6 6 Total 0 1 1 0 2 2 1 0 0 3 0 5 0 0 5 1 0 1 0 2 0 12 12 Grand Total 0 5 1 0 6 2 4 0 0 6 0 8 0 0 8 3 2 3 0 8 0 28 28 Apprch %0 83.3 16.7 33.3 66.7 0 0 100 0 37.5 25 37.5 Total %0 17.9 3.6 21.4 7.1 14.3 0 21.4 0 28.6 0 28.6 10.7 7.1 10.7 28.6 0 100 Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 2 0 2 0 1 0 1 0 0 0 0 1 2 1 4 7 04:15 PM 0 1 0 1 0 1 0 1 0 2 0 2 0 0 1 1 5 04:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 1 0 0 1 3 Total Volume 0 4 0 4 0 3 0 3 0 3 0 3 2 2 2 6 16 % App. Total 0 100 0 0 100 0 0 100 0 33.3 33.3 33.3 PHF .000 .500 .000 .500 .000 .750 .000 .750 .000 .375 .000 .375 .500 .250 .500 .375 .571 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-208 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Citrus Avenue Right 0 Thru 4 Left 0 InOut Total 5 4 9 Rig h t 0 Th r u 3 Le f t 0 Ou t To t a l In 2 3 5 Left 0 Thru 3 Right 0 Out TotalIn 6 3 9 Le f t 2 Th r u 2 Ri g h t 2 To t a l Ou t In 3 6 9 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-209 File Name : 06_FON_Citrus_Foot PM Site Code : 05122442 Start Date : 5/24/2022 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Foothill Boulevard Weather: Clear Citrus Avenue Southbound Foothill Boulevard Westbound Citrus Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 2 0 2 0 1 0 1 0 0 0 0 1 2 1 4 +15 mins.0 1 0 1 0 1 0 1 0 2 0 2 0 0 1 1 +30 mins.0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +45 mins.0 1 0 1 0 1 0 1 0 0 0 0 1 0 0 1 Total Volume 0 4 0 4 0 3 0 3 0 3 0 3 2 2 2 6 % App. Total 0 100 0 0 100 0 0 100 0 33.3 33.3 33.3 PHF .000 .500 .000 .500 .000 .750 .000 .750 .000 .375 .000 .375 .500 .250 .500 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-210 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: North Leg East Leg South Leg West Leg Citrus Avenue Foothill Boulevard Citrus Avenue Foothill Boulevard Pedestrians Pedestrians Pedestrians Pedestrians 13116 00055 202711 22004 01102 00011 12216 433111 10 11 9 16 46 North Leg East Leg South Leg West Leg Citrus Avenue Foothill Boulevard Citrus Avenue Foothill Boulevard Pedestrians Pedestrians Pedestrians Pedestrians 11215 10012 04026 133310 11417 11013 00000 050712 5 15 9 16 45 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Fontana Citrus Avenue Foothill Boulevard PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-211 Location: Date: 5/24/2022 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 110000000000 2 000010000000 1 000000010000 1 000000010000 1 000000010000 1 000000000000 0 000000000010 1 100000010000 2 210010040010 9 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 020000100000 3 010010000000 2 020000010010 4 000000000000 0 000000000000 0 000000010010 2 050010120020 11 Foothill Boulevard TOTAL VOLUMES: Citrus Avenue Foothill Boulevard Citrus Avenue Foothill Boulevard Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Citrus Avenue Foothill Boulevard Citrus Avenue Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound Foothill Boulevard Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-212 File Name : FONBEFOAM Site Code : 04317815 Start Date : 11/29/2017 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Total Volume Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 45 270 0 315 6 0 26 32 0 137 2 139 486 07:15 AM 0 0 0 0 48 287 0 335 2 0 28 30 0 127 8 135 500 07:30 AM 0 0 0 0 53 384 0 437 7 0 9 16 0 133 7 140 593 07:45 AM 0 0 0 0 43 344 0 387 8 0 20 28 0 150 10 160 575 Total 0 0 0 0 189 1285 0 1474 23 0 83 106 0 547 27 574 2154 08:00 AM 0 0 0 0 33 230 0 263 13 0 14 27 0 171 14 185 475 08:15 AM 0 0 0 0 16 222 0 238 10 0 17 27 0 141 13 154 419 08:30 AM 0 0 0 0 30 209 0 239 7 0 17 24 0 156 5 161 424 08:45 AM 0 0 1 1 18 210 0 228 7 0 13 20 0 143 6 149 398 Total 0 0 1 1 97 871 0 968 37 0 61 98 0 611 38 649 1716 Grand Total 0 0 1 1 286 2156 0 2442 60 0 144 204 0 1158 65 1223 3870 Apprch %0 0 100 11.7 88.3 0 29.4 0 70.6 0 94.7 5.3 Total %0 0 0 0 7.4 55.7 0 63.1 1.6 0 3.7 5.3 0 29.9 1.7 31.6 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 45 270 0 315 6 0 26 32 0 137 2 139 486 07:15 AM 0 0 0 0 48 287 0 335 2 0 28 30 0 127 8 135 500 07:30 AM 0 0 0 0 53 384 0 437 7 0 9 16 0 133 7 140 593 07:45 AM 0 0 0 0 43 344 0 387 8 0 20 28 0 150 10 160 575 Total Volume 0 0 0 0 189 1285 0 1474 23 0 83 106 0 547 27 574 2154 % App. Total 0 0 0 12.8 87.2 0 21.7 0 78.3 0 95.3 4.7 PHF .000 .000 .000 .000 .892 .837 .000 .843 .719 .000 .741 .828 .000 .912 .675 .897 .908 Counts Unlimited PO Box 1178 Corona, CA 92878 951-268-6268 3.1-213 File Name : FONBEFOAM Site Code : 04317815 Start Date : 11/29/2017 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Rig h t 0 Th r u 12 8 5 Le f t 18 9 Ou t To t a l In 63 0 14 7 4 21 0 4 Left 23 Thru 0 Right 83 Out TotalIn 216 106 322 Le f t 0 Th r u54 7 Ri g h t 27 To t a l Ou t In 13 0 8 57 4 18 8 2 Peak Hour Begins at 07:00 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:00 AM 07:00 AM 07:45 AM +0 mins.0 0 0 0 45 270 0 315 6 0 26 32 0 150 10 160 +15 mins.0 0 0 0 48 287 0 335 2 0 28 30 0 171 14 185 +30 mins.0 0 0 0 53 384 0 437 7 0 9 16 0 141 13 154 +45 mins.0 0 1 1 43 344 0 387 8 0 20 28 0 156 5 161 Total Volume 0 0 1 1 189 1285 0 1474 23 0 83 106 0 618 42 660 % App. Total 0 0 100 12.8 87.2 0 21.7 0 78.3 0 93.6 6.4 PHF .000 .000 .250 .250 .892 .837 .000 .843 .719 .000 .741 .828 .000 .904 .750 .892 Counts Unlimited PO Box 1178 Corona, CA 92878 951-268-6268 3.1-214 File Name : FONBEFOPM Site Code : 04317815 Start Date : 11/29/2017 Page No : 1 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Total Volume Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 23 199 0 222 10 0 32 42 0 311 7 318 582 04:15 PM 0 0 0 0 28 226 0 254 10 0 29 39 1 309 10 320 613 04:30 PM 0 0 0 0 28 199 0 227 11 0 24 35 0 349 15 364 626 04:45 PM 0 0 0 0 26 218 0 244 9 0 33 42 1 370 9 380 666 Total 0 0 0 0 105 842 0 947 40 0 118 158 2 1339 41 1382 2487 05:00 PM 0 0 0 0 33 206 0 239 5 0 35 40 1 334 15 350 629 05:15 PM 0 0 0 0 24 195 0 219 7 0 30 37 0 348 10 358 614 05:30 PM 0 0 0 0 27 174 0 201 9 0 32 41 1 354 14 369 611 05:45 PM 0 0 0 0 37 190 0 227 11 0 28 39 1 299 11 311 577 Total 0 0 0 0 121 765 0 886 32 0 125 157 3 1335 50 1388 2431 Grand Total 0 0 0 0 226 1607 0 1833 72 0 243 315 5 2674 91 2770 4918 Apprch %0 0 0 12.3 87.7 0 22.9 0 77.1 0.2 96.5 3.3 Total %0 0 0 0 4.6 32.7 0 37.3 1.5 0 4.9 6.4 0.1 54.4 1.9 56.3 Beech Avenue Southbound Foothill Boulevard Westbound Beech Avenue Northbound Foothill Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 28 199 0 227 11 0 24 35 0 349 15 364 626 04:45 PM 0 0 0 0 26 218 0 244 9 0 33 42 1 370 9 380 666 05:00 PM 0 0 0 0 33 206 0 239 5 0 35 40 1 334 15 350 629 05:15 PM 0 0 0 0 24 195 0 219 7 0 30 37 0 348 10 358 614 Total Volume 0 0 0 0 111 818 0 929 32 0 122 154 2 1401 49 1452 2535 % App. Total 0 0 0 11.9 88.1 0 20.8 0 79.2 0.1 96.5 3.4 PHF .000 .000 .000 .000 .841 .938 .000 .952 .727 .000 .871 .917 .500 .947 .817 .955 .952 Counts Unlimited PO Box 1178 Corona, CA 92878 951-268-6268 3.1-215 File Name : FONBEFOPM Site Code : 04317815 Start Date : 11/29/2017 Page No : 2 City of Fontana N/S: Beech Avenue E/W: Foothill Boulevard Weather: Clear Beech Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Beech Avenue Right 0 Thru 0 Left 0 InOut Total 2 0 2 Rig h t 0 Th r u 81 8 Le f t 11 1 Ou t To t a l In 15 2 3 92 9 24 5 2 Left 32 Thru 0 Right 122 Out TotalIn 160 154 314 Le f t 2 Th r u 14 0 1 Ri g h t 49 To t a l Ou t In 85 0 14 5 2 23 0 2 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:15 PM 04:45 PM 04:45 PM +0 mins.0 0 0 0 28 226 0 254 9 0 33 42 1 370 9 380 +15 mins.0 0 0 0 28 199 0 227 5 0 35 40 1 334 15 350 +30 mins.0 0 0 0 26 218 0 244 7 0 30 37 0 348 10 358 +45 mins.0 0 0 0 33 206 0 239 9 0 32 41 1 354 14 369 Total Volume 0 0 0 0 115 849 0 964 30 0 130 160 3 1406 48 1457 % App. Total 0 0 0 11.9 88.1 0 18.8 0 81.2 0.2 96.5 3.3 PHF .000 .000 .000 .000 .871 .939 .000 .949 .833 .000 .929 .952 .750 .950 .800 .959 Counts Unlimited PO Box 1178 Corona, CA 92878 951-268-6268 3.1-216 Page 1 City of Fontana Cherry Avenue N/ Foothill Boulevard 24 Hour Directional Classification Count FON001 Site Code: 051-22442 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Northbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/24/22 0 101 11 0 1 1 0 2 13 0 2 0 0 131 01:00 0 88 4 0 2 7 0 0 10 0 9 0 0 120 02:00 0 66 5 0 2 2 0 2 10 0 7 0 0 94 03:00 0 93 10 0 3 5 0 0 18 0 3 0 0 132 04:00 0 147 18 0 7 5 0 4 29 0 0 0 0 210 05:00 1 249 64 0 6 5 0 0 20 1 0 0 1 347 06:00 1 321 70 0 20 20 0 5 28 0 2 0 0 467 07:00 1 452 87 5 8 14 0 5 31 0 0 0 0 603 08:00 3 495 56 0 23 12 0 7 27 0 2 0 0 625 09:00 2 406 98 2 21 5 0 2 30 0 1 0 0 567 10:00 0 412 82 0 29 14 0 6 40 0 0 0 0 583 11:00 1 483 96 0 23 18 0 4 35 0 0 0 0 660 12 PM 3 563 102 0 35 21 0 4 29 0 2 0 0 759 13:00 0 551 96 0 23 18 0 4 27 1 1 0 0 721 14:00 4 725 143 0 20 15 1 6 28 0 1 0 0 943 15:00 2 818 155 1 18 17 0 8 22 0 1 0 0 1042 16:00 3 945 163 0 21 17 0 2 35 0 0 0 0 1186 17:00 5 997 151 0 13 14 0 8 22 0 1 1 0 1212 18:00 2 639 108 0 7 11 0 4 25 0 0 0 0 796 19:00 1 501 76 0 13 4 0 2 12 0 0 0 0 609 20:00 0 399 44 0 4 7 0 1 17 0 0 0 0 472 21:00 0 351 36 0 1 2 0 0 16 0 0 0 0 406 22:00 2 226 22 0 2 6 0 0 12 0 0 0 0 270 23:00 1 173 16 0 0 6 0 1 16 0 0 0 0 213 Total 32 10201 1713 8 302 246 1 77 552 2 32 1 1 13168 Percent 0.2% 77.5% 13.0% 0.1% 2.3% 1.9% 0.0% 0.6% 4.2% 0.0% 0.2% 0.0% 0.0% AM Peak 08:00 08:00 09:00 07:00 10:00 06:00 08:00 10:00 05:00 01:00 05:00 11:00 Vol. 3 495 98 5 29 20 7 40 1 9 1 660 PM Peak 17:00 17:00 16:00 15:00 12:00 12:00 14:00 15:00 16:00 13:00 12:00 17:00 17:00 Vol. 5 997 163 1 35 21 1 8 35 1 2 1 1212 Grand Total 32 10201 1713 8 302 246 1 77 552 2 32 1 1 13168 Percent 0.2% 77.5% 13.0% 0.1% 2.3% 1.9% 0.0% 0.6% 4.2% 0.0% 0.2% 0.0% 0.0% 3.1-217 Page 2 City of Fontana Cherry Avenue N/ Foothill Boulevard 24 Hour Directional Classification Count FON001 Site Code: 051-22442 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Southbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/24/22 0 127 7 0 4 2 0 0 13 0 2 0 0 155 01:00 0 110 7 0 0 3 0 1 8 0 1 0 0 130 02:00 0 79 10 0 0 2 0 1 6 0 0 0 0 98 03:00 0 115 8 0 4 4 0 0 6 0 0 0 0 137 04:00 1 229 28 0 2 4 0 2 7 0 1 0 0 274 05:00 3 337 91 0 1 5 0 0 14 0 0 0 0 451 06:00 2 523 85 2 20 12 0 2 37 0 0 0 0 683 07:00 1 723 72 2 11 11 0 1 34 0 0 0 0 855 08:00 3 657 115 2 26 16 0 3 28 1 2 0 0 853 09:00 1 481 77 0 19 11 0 1 26 0 0 0 0 616 10:00 2 487 95 1 21 15 0 5 27 1 1 0 0 655 11:00 3 571 92 0 24 21 0 4 31 0 0 0 0 746 12 PM 0 668 69 0 34 16 0 6 28 0 0 0 0 821 13:00 3 617 100 0 28 12 0 6 22 1 2 0 1 792 14:00 4 610 125 2 26 9 0 4 40 0 1 0 1 822 15:00 2 704 83 5 19 11 1 5 32 0 0 0 0 862 16:00 2 733 117 1 26 18 0 5 38 0 1 0 0 941 17:00 0 629 118 1 15 11 0 9 16 0 0 0 0 799 18:00 1 621 108 0 8 7 0 2 17 0 0 0 0 764 19:00 1 536 91 0 3 2 0 12 13 0 1 0 0 659 20:00 0 528 54 0 6 5 0 2 18 0 1 0 0 614 21:00 0 449 74 0 5 3 0 1 8 0 0 0 0 540 22:00 2 275 28 0 3 4 0 0 18 0 0 0 0 330 23:00 0 190 23 0 3 2 0 0 19 0 0 0 0 237 Total 31 10999 1677 16 308 206 1 72 506 3 13 0 2 13834 Percent 0.2% 79.5% 12.1% 0.1% 2.2% 1.5% 0.0% 0.5% 3.7% 0.0% 0.1% 0.0% 0.0% AM Peak 05:00 07:00 08:00 06:00 08:00 11:00 10:00 06:00 08:00 00:00 07:00 Vol. 3 723 115 2 26 21 5 37 1 2 855 PM Peak 14:00 16:00 14:00 15:00 12:00 16:00 15:00 19:00 14:00 13:00 13:00 13:00 16:00 Vol. 4 733 125 5 34 18 1 12 40 1 2 1 941 Grand Total 31 10999 1677 16 308 206 1 72 506 3 13 0 2 13834 Percent 0.2% 79.5% 12.1% 0.1% 2.2% 1.5% 0.0% 0.5% 3.7% 0.0% 0.1% 0.0% 0.0% 3.1-218 Page 3 City of Fontana Cherry Avenue N/ Foothill Boulevard 24 Hour Directional Classification Count FON001 Site Code: 051-22442 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Northbound, Southbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/24/22 0 228 18 0 5 3 0 2 26 0 4 0 0 286 01:00 0 198 11 0 2 10 0 1 18 0 10 0 0 250 02:00 0 145 15 0 2 4 0 3 16 0 7 0 0 192 03:00 0 208 18 0 7 9 0 0 24 0 3 0 0 269 04:00 1 376 46 0 9 9 0 6 36 0 1 0 0 484 05:00 4 586 155 0 7 10 0 0 34 1 0 0 1 798 06:00 3 844 155 2 40 32 0 7 65 0 2 0 0 1150 07:00 2 1175 159 7 19 25 0 6 65 0 0 0 0 1458 08:00 6 1152 171 2 49 28 0 10 55 1 4 0 0 1478 09:00 3 887 175 2 40 16 0 3 56 0 1 0 0 1183 10:00 2 899 177 1 50 29 0 11 67 1 1 0 0 1238 11:00 4 1054 188 0 47 39 0 8 66 0 0 0 0 1406 12 PM 3 1231 171 0 69 37 0 10 57 0 2 0 0 1580 13:00 3 1168 196 0 51 30 0 10 49 2 3 0 1 1513 14:00 8 1335 268 2 46 24 1 10 68 0 2 0 1 1765 15:00 4 1522 238 6 37 28 1 13 54 0 1 0 0 1904 16:00 5 1678 280 1 47 35 0 7 73 0 1 0 0 2127 17:00 5 1626 269 1 28 25 0 17 38 0 1 1 0 2011 18:00 3 1260 216 0 15 18 0 6 42 0 0 0 0 1560 19:00 2 1037 167 0 16 6 0 14 25 0 1 0 0 1268 20:00 0 927 98 0 10 12 0 3 35 0 1 0 0 1086 21:00 0 800 110 0 6 5 0 1 24 0 0 0 0 946 22:00 4 501 50 0 5 10 0 0 30 0 0 0 0 600 23:00 1 363 39 0 3 8 0 1 35 0 0 0 0 450 Total 63 21200 3390 24 610 452 2 149 1058 5 45 1 3 27002 Percent 0.2% 78.5% 12.6% 0.1% 2.3% 1.7% 0.0% 0.6% 3.9% 0.0% 0.2% 0.0% 0.0% AM Peak 08:00 07:00 11:00 07:00 10:00 11:00 10:00 10:00 05:00 01:00 05:00 08:00 Vol. 6 1175 188 7 50 39 11 67 1 10 1 1478 PM Peak 14:00 16:00 16:00 15:00 12:00 12:00 14:00 17:00 16:00 13:00 13:00 17:00 13:00 16:00 Vol. 8 1678 280 6 69 37 1 17 73 2 3 1 1 2127 Grand Total 63 21200 3390 24 610 452 2 149 1058 5 45 1 3 27002 Percent 0.2% 78.5% 12.6% 0.1% 2.3% 1.7% 0.0% 0.6% 3.9% 0.0% 0.2% 0.0% 0.0% 3.1-219 Page 1 City of Fontana Foothill Boulevard W/ Beech Avenue 24 Hour Directional Classification Count FON002 Site Code: 051-22442 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Eastbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/24/22 0 129 10 0 1 0 0 0 3 0 0 0 0 143 01:00 0 101 7 0 3 0 0 1 3 0 0 0 0 115 02:00 0 45 7 0 0 2 0 0 1 0 0 0 0 55 03:00 0 49 6 0 2 0 0 0 0 0 0 0 0 57 04:00 0 73 11 0 0 0 0 0 1 0 0 0 0 85 05:00 0 123 19 2 5 4 0 0 10 0 0 0 0 163 06:00 2 211 50 4 11 7 0 5 6 0 0 0 0 296 07:00 2 457 71 8 14 6 0 0 13 0 0 0 0 571 08:00 2 484 96 4 17 4 0 1 12 0 0 0 0 620 09:00 0 460 81 2 12 6 0 5 17 0 0 0 0 583 10:00 1 519 89 11 17 3 0 4 12 0 0 0 0 656 11:00 4 567 116 3 14 10 0 3 7 0 0 0 0 724 12 PM 3 638 92 3 17 4 0 1 9 0 0 0 0 767 13:00 1 731 114 5 24 6 0 1 6 0 0 0 0 888 14:00 3 852 149 10 20 4 0 3 6 0 0 0 0 1047 15:00 2 1006 213 4 16 1 0 2 7 0 0 0 0 1251 16:00 4 1097 179 3 15 2 0 1 3 0 0 0 0 1304 17:00 4 1047 160 3 8 2 0 1 4 0 0 0 0 1229 18:00 2 831 125 3 2 2 0 0 7 0 0 0 0 972 19:00 2 567 74 2 1 0 0 0 2 0 0 0 0 648 20:00 2 500 56 2 3 0 0 0 1 0 0 0 0 564 21:00 1 455 46 2 0 0 0 0 2 0 0 0 0 506 22:00 1 333 18 2 2 0 0 0 2 0 0 0 0 358 23:00 2 208 13 0 1 0 0 0 5 0 0 0 0 229 Total 38 11483 1802 73 205 63 0 28 139 0 0 0 0 13831 Percent 0.3% 83.0% 13.0% 0.5% 1.5% 0.5% 0.0% 0.2% 1.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 10:00 08:00 11:00 06:00 09:00 11:00 Vol. 4 567 116 11 17 10 5 17 724 PM Peak 16:00 16:00 15:00 14:00 13:00 13:00 14:00 12:00 16:00 Vol. 4 1097 213 10 24 6 3 9 1304 Grand Total 38 11483 1802 73 205 63 0 28 139 0 0 0 0 13831 Percent 0.3% 83.0% 13.0% 0.5% 1.5% 0.5% 0.0% 0.2% 1.0% 0.0% 0.0% 0.0% 0.0% 3.1-220 Page 2 City of Fontana Foothill Boulevard W/ Beech Avenue 24 Hour Directional Classification Count FON002 Site Code: 051-22442 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Westbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/24/22 0 73 2 0 2 0 0 0 3 0 0 0 0 80 01:00 0 53 6 0 1 1 0 0 2 0 0 0 0 63 02:00 0 65 17 0 3 1 0 0 1 0 0 0 0 87 03:00 1 127 13 0 4 0 0 0 1 0 0 0 0 146 04:00 4 306 60 2 3 1 0 0 0 0 0 0 0 376 05:00 0 471 118 1 1 2 0 1 10 0 0 0 0 604 06:00 2 583 134 2 14 2 0 3 8 0 0 0 0 748 07:00 1 1102 147 5 14 3 0 2 5 0 0 0 0 1279 08:00 0 753 135 4 14 3 0 1 9 0 0 0 0 919 09:00 0 503 101 4 13 2 0 0 8 0 0 0 0 631 10:00 4 537 96 2 18 6 0 1 9 0 0 0 0 673 11:00 3 580 116 3 14 2 0 2 11 0 0 0 0 731 12 PM 3 618 96 4 11 6 0 1 7 0 0 0 0 746 13:00 1 628 97 5 16 4 0 1 4 0 0 0 0 756 14:00 2 755 115 5 23 7 0 4 5 0 0 0 0 916 15:00 2 651 112 8 14 0 1 7 4 0 0 0 0 799 16:00 3 690 103 6 8 3 1 4 3 0 0 0 0 821 17:00 0 668 89 4 4 1 0 1 3 0 0 0 0 770 18:00 2 592 70 2 5 2 0 0 3 0 0 0 0 676 19:00 0 424 48 2 3 0 0 0 1 0 0 0 0 478 20:00 0 366 38 0 2 1 0 0 0 0 0 0 0 407 21:00 0 292 19 2 0 1 0 0 0 0 0 0 0 314 22:00 3 154 8 1 4 1 0 0 0 0 0 0 0 171 23:00 0 99 0 0 1 0 0 0 0 0 0 0 0 100 Total 31 11090 1740 62 192 49 2 28 97 0 0 0 0 13291 Percent 0.2% 83.4% 13.1% 0.5% 1.4% 0.4% 0.0% 0.2% 0.7% 0.0% 0.0% 0.0% 0.0% AM Peak 04:00 07:00 07:00 07:00 10:00 10:00 06:00 11:00 07:00 Vol. 4 1102 147 5 18 6 3 11 1279 PM Peak 12:00 14:00 14:00 15:00 14:00 14:00 15:00 15:00 12:00 14:00 Vol. 3 755 115 8 23 7 1 7 7 916 Grand Total 31 11090 1740 62 192 49 2 28 97 0 0 0 0 13291 Percent 0.2% 83.4% 13.1% 0.5% 1.4% 0.4% 0.0% 0.2% 0.7% 0.0% 0.0% 0.0% 0.0% 3.1-221 Page 3 City of Fontana Foothill Boulevard W/ Beech Avenue 24 Hour Directional Classification Count FON002 Site Code: 051-22442 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Eastbound, Westbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/24/22 0 202 12 0 3 0 0 0 6 0 0 0 0 223 01:00 0 154 13 0 4 1 0 1 5 0 0 0 0 178 02:00 0 110 24 0 3 3 0 0 2 0 0 0 0 142 03:00 1 176 19 0 6 0 0 0 1 0 0 0 0 203 04:00 4 379 71 2 3 1 0 0 1 0 0 0 0 461 05:00 0 594 137 3 6 6 0 1 20 0 0 0 0 767 06:00 4 794 184 6 25 9 0 8 14 0 0 0 0 1044 07:00 3 1559 218 13 28 9 0 2 18 0 0 0 0 1850 08:00 2 1237 231 8 31 7 0 2 21 0 0 0 0 1539 09:00 0 963 182 6 25 8 0 5 25 0 0 0 0 1214 10:00 5 1056 185 13 35 9 0 5 21 0 0 0 0 1329 11:00 7 1147 232 6 28 12 0 5 18 0 0 0 0 1455 12 PM 6 1256 188 7 28 10 0 2 16 0 0 0 0 1513 13:00 2 1359 211 10 40 10 0 2 10 0 0 0 0 1644 14:00 5 1607 264 15 43 11 0 7 11 0 0 0 0 1963 15:00 4 1657 325 12 30 1 1 9 11 0 0 0 0 2050 16:00 7 1787 282 9 23 5 1 5 6 0 0 0 0 2125 17:00 4 1715 249 7 12 3 0 2 7 0 0 0 0 1999 18:00 4 1423 195 5 7 4 0 0 10 0 0 0 0 1648 19:00 2 991 122 4 4 0 0 0 3 0 0 0 0 1126 20:00 2 866 94 2 5 1 0 0 1 0 0 0 0 971 21:00 1 747 65 4 0 1 0 0 2 0 0 0 0 820 22:00 4 487 26 3 6 1 0 0 2 0 0 0 0 529 23:00 2 307 13 0 2 0 0 0 5 0 0 0 0 329 Total 69 22573 3542 135 397 112 2 56 236 0 0 0 0 27122 Percent 0.3% 83.2% 13.1% 0.5% 1.5% 0.4% 0.0% 0.2% 0.9% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 07:00 11:00 07:00 10:00 11:00 06:00 09:00 07:00 Vol. 7 1559 232 13 35 12 8 25 1850 PM Peak 16:00 16:00 15:00 14:00 14:00 14:00 15:00 15:00 12:00 16:00 Vol. 7 1787 325 15 43 11 1 9 16 2125 Grand Total 69 22573 3542 135 397 112 2 56 236 0 0 0 0 27122 Percent 0.3% 83.2% 13.1% 0.5% 1.5% 0.4% 0.0% 0.2% 0.9% 0.0% 0.0% 0.0% 0.0% 3.1-222 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 3.2: EXISTING (2022) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 196 464 124 213 968 93 170 446 106 159 760 115 Future Volume (vph) 196 464 124 213 968 93 170 446 106 159 760 115 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s)12.0 45.5 45.5 12.0 45.5 16.0 16.0 46.5 46.5 16.0 46.5 12.0 Total Split (%)10.0% 37.9% 37.9% 10.0% 37.9% 13.3% 13.3% 38.8% 38.8% 13.3% 38.8% 10.0% Yellow Time (s)3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s)7.6 27.6 27.6 7.6 27.9 41.2 11.7 24.1 24.1 11.7 24.1 32.9 Actuated g/C Ratio 0.08 0.30 0.30 0.08 0.30 0.44 0.13 0.26 0.26 0.13 0.26 0.35 v/c Ratio 0.78 0.34 0.25 0.85 0.71 0.14 0.85 0.38 0.24 0.80 0.64 0.21 Control Delay 64.4 26.5 5.8 71.4 31.9 3.8 75.6 29.1 6.5 68.9 33.0 10.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.4 26.5 5.8 71.4 31.9 3.8 75.6 29.1 6.5 68.9 33.0 10.0 LOS ECAECAECAECA Approach Delay 32.7 36.5 36.8 36.0 Approach LOS CDDD Intersection Summary Cycle Length: 120 Actuated Cycle Length: 92.9 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 35.6 Intersection LOS: D Intersection Capacity Utilization 67.5%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) 3.2-1 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 196 464 124 213 968 93 170 446 106 159 760 115 Future Volume (veh/h) 196 464 124 213 968 93 170 446 106 159 760 115 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 223 527 66 242 1100 61 193 507 54 181 864 48 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 296 1556 481 296 1556 674 228 1305 398 216 1270 530 Arrive On Green 0.08 0.30 0.30 0.08 0.30 0.30 0.13 0.25 0.25 0.12 0.24 0.24 Sat Flow, veh/h 3510 5187 1602 3510 5187 1607 1810 5187 1584 1810 5187 1608 Grp Volume(v), veh/h 223 527 66 242 1100 61 193 507 54 181 864 48 Grp Sat Flow(s),veh/h/ln 1755 1729 1602 1755 1729 1607 1810 1729 1584 1810 1729 1608 Q Serve(g_s), s 5.5 7.0 2.6 6.0 16.5 2.0 9.2 7.1 2.3 8.6 13.3 1.8 Cycle Q Clear(g_c), s 5.5 7.0 2.6 6.0 16.5 2.0 9.2 7.1 2.3 8.6 13.3 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 296 1556 481 296 1556 674 228 1305 398 216 1270 530 V/C Ratio(X) 0.75 0.34 0.14 0.82 0.71 0.09 0.85 0.39 0.14 0.84 0.68 0.09 Avail Cap(c_a), veh/h 296 2303 711 296 2321 911 235 2404 734 235 2404 881 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.3 24.0 22.4 39.6 27.3 15.4 37.5 27.3 25.5 37.8 30.0 20.4 Incr Delay (d2), s/veh 9.4 0.1 0.1 15.3 0.6 0.1 22.1 0.2 0.2 19.6 0.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 2.7 0.9 3.1 6.4 0.7 5.2 2.8 0.8 4.8 5.2 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.7 24.1 22.6 54.9 27.9 15.4 59.7 27.5 25.6 57.4 30.7 20.4 LnGrp LOS DCCDCBECCECC Approach Vol, veh/h 816 1403 754 1093 Approach Delay, s/veh 30.7 32.0 35.6 34.7 Approach LOS CCDC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.1 27.9 12.0 32.8 15.7 27.3 12.0 32.8 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 11.4 40.7 7.4 39.0 11.4 40.7 7.4 * 39 Max Q Clear Time (g_c+I1), s 10.6 9.1 8.0 9.0 11.2 15.3 7.5 18.5 Green Ext Time (p_c), s 0.0 3.5 0.0 3.7 0.0 6.0 0.0 7.5 Intersection Summary HCM 6th Ctrl Delay 33.1 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-2 Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)69 579 53 1109 44 32 10 6 Future Volume (vph)69 579 53 1109 44 32 10 6 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)11.0 30.4 11.0 30.4 38.6 38.6 38.6 38.6 Total Split (%)13.8% 38.0% 13.8% 38.0% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)7.5 28.0 7.3 25.8 16.2 16.2 16.2 16.2 Actuated g/C Ratio 0.15 0.55 0.14 0.50 0.32 0.32 0.32 0.32 v/c Ratio 0.30 0.25 0.23 0.49 0.11 0.10 0.03 0.12 Control Delay 31.4 12.1 30.2 15.3 17.5 11.5 16.1 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.4 12.1 30.2 15.3 17.5 11.5 16.1 6.4 LOS CBCBBBBA Approach Delay 14.1 16.0 14.2 7.7 Approach LOS BBBA Intersection Summary Cycle Length: 80 Actuated Cycle Length: 51.3 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 15.0 Intersection LOS: B Intersection Capacity Utilization 47.9%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) 3.2-3 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 69 579 34 53 1109 17 44 32 22 10 6 54 Future Volume (veh/h) 69 579 34 53 1109 17 44 32 22 10 6 54 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 78 651 38 60 1246 19 49 36 25 11 7 61 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %000000000000 Cap, veh/h 128 2024 118 108 2065 31 354 179 125 364 29 252 Arrive On Green 0.07 0.40 0.40 0.06 0.39 0.39 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 1810 5014 291 1810 5263 80 1354 1044 725 1363 168 1467 Grp Volume(v), veh/h 78 448 241 60 819 446 49 0 61 11 0 68 Grp Sat Flow(s),veh/h/ln 1810 1729 1848 1810 1729 1886 1354 0 1769 1363 0 1636 Q Serve(g_s), s 1.8 3.7 3.8 1.4 8.0 8.0 1.4 0.0 1.2 0.3 0.0 1.5 Cycle Q Clear(g_c), s 1.8 3.7 3.8 1.4 8.0 8.0 2.9 0.0 1.2 1.5 0.0 1.5 Prop In Lane 1.00 0.16 1.00 0.04 1.00 0.41 1.00 0.90 Lane Grp Cap(c), veh/h 128 1396 746 108 1357 740 354 0 304 364 0 281 V/C Ratio(X) 0.61 0.32 0.32 0.55 0.60 0.60 0.14 0.00 0.20 0.03 0.00 0.24 Avail Cap(c_a), veh/h 274 1983 1059 274 1983 1081 1213 0 1425 1228 0 1318 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.0 8.6 8.6 19.3 10.2 10.2 16.4 0.0 15.0 15.7 0.0 15.1 Incr Delay (d2), s/veh 1.7 0.1 0.2 1.6 0.4 0.8 0.2 0.0 0.3 0.0 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.9 1.0 0.5 2.0 2.2 0.4 0.0 0.5 0.1 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.8 8.8 8.9 20.9 10.6 11.0 16.5 0.0 15.3 15.7 0.0 15.5 LnGrp LOS C A A C BBBABBAB Approach Vol, veh/h 767 1325 110 79 Approach Delay, s/veh 10.0 11.2 15.9 15.6 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.1 23.2 11.8 7.6 22.8 11.8 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.4 24.2 34.0 6.4 24.2 34.0 Max Q Clear Time (g_c+I1), s 3.4 5.8 3.5 3.8 10.0 4.9 Green Ext Time (p_c), s 0.0 3.8 0.4 0.0 6.6 0.5 Intersection Summary HCM 6th Ctrl Delay 11.2 HCM 6th LOS B 3.2-4 Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)30 562 10 45 1266 23 16 23 3 Future Volume (vph)30 562 10 45 1266 23 16 23 3 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)9.6 39.9 39.9 11.5 41.8 38.6 38.6 38.6 38.6 Total Split (%)10.7% 44.3% 44.3% 12.8% 46.4% 42.9% 42.9% 42.9% 42.9% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.3 36.7 36.7 6.3 39.7 13.9 13.9 13.9 13.9 Actuated g/C Ratio 0.09 0.59 0.59 0.10 0.64 0.22 0.22 0.22 0.22 v/c Ratio 0.23 0.31 0.01 0.29 0.69 0.09 0.24 0.09 0.06 Control Delay 37.0 12.1 0.0 35.9 15.9 21.0 8.7 21.2 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.0 12.1 0.0 35.9 15.9 21.0 8.7 21.2 10.6 LOS DBADBCACB Approach Delay 13.1 16.6 11.2 16.1 Approach LOS B B B B Intersection Summary Cycle Length: 90 Actuated Cycle Length: 62.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 15.3 Intersection LOS: B Intersection Capacity Utilization 54.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) 3.2-5 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 562 10 45 1266 68 23 16 73 23 3 18 Future Volume (veh/h) 30 562 10 45 1266 68 23 16 73 23 3 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 35 661 12 53 1489 64 27 19 20 27 4 6 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %000000000000 Cap, veh/h 69 1922 839 93 1923 82 301 100 106 276 81 122 Arrive On Green 0.04 0.53 0.53 0.05 0.55 0.55 0.12 0.12 0.12 0.12 0.12 0.12 Sat Flow, veh/h 1810 3610 1575 1810 3523 151 1427 847 892 1390 686 1029 Grp Volume(v), veh/h 35 661 12 53 761 792 27 0 39 27 0 10 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1869 1427 0 1739 1390 0 1715 Q Serve(g_s), s 1.0 5.4 0.2 1.5 17.1 17.3 0.9 0.0 1.0 0.9 0.0 0.3 Cycle Q Clear(g_c), s 1.0 5.4 0.2 1.5 17.1 17.3 1.2 0.0 1.0 2.0 0.0 0.3 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.51 1.00 0.60 Lane Grp Cap(c), veh/h 69 1922 839 93 985 1020 301 0 206 276 0 203 V/C Ratio(X) 0.51 0.34 0.01 0.57 0.77 0.78 0.09 0.00 0.19 0.10 0.00 0.05 Avail Cap(c_a), veh/h 175 2351 1026 241 1242 1286 1070 0 1143 1025 0 1127 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.4 6.9 5.7 24.0 9.2 9.3 20.7 0.0 20.6 21.5 0.0 20.2 Incr Delay (d2), s/veh 2.1 0.1 0.0 2.0 2.4 2.4 0.1 0.0 0.4 0.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.2 0.0 0.6 4.3 4.5 0.3 0.0 0.4 0.3 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.5 7.0 5.7 26.0 11.6 11.7 20.9 0.0 21.0 21.6 0.0 20.3 LnGrp LOS C A A C B B C A C C A C Approach Vol, veh/h 708 1606 66 37 Approach Delay, s/veh 8.0 12.1 20.9 21.3 Approach LOS A B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.3 33.7 10.7 6.6 34.4 10.7 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.9 33.7 34.0 5.0 35.6 34.0 Max Q Clear Time (g_c+I1), s 3.5 7.4 4.0 3.0 19.3 3.2 Green Ext Time (p_c), s 0.0 4.2 0.1 0.0 8.9 0.3 Intersection Summary HCM 6th Ctrl Delay 11.3 HCM 6th LOS B 3.2-6 HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 624 41 198 1376 0 41 0 119 0 0 0 Future Vol, veh/h 0 624 41 198 1376 0 41 0 119 0 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 -------- Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 709 47 225 1564 0 47 0 135 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All - 0 0 756 0 0 1965 2747 378 Stage 1 ------733733- Stage 2 ------1232 2014 - Critical Hdwy - - - 4.1 - - 6.8 6.5 6.9 Critical Hdwy Stg 1 ------5.85.5- Critical Hdwy Stg 2 ------5.85.5- Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 864 - 0 56 20 625 Stage 1 0 ----0442429- Stage 2 0 ----0242104- Platoon blocked, %- -- Mov Cap-1 Maneuver - - - 864 - - ~ 41 0 625 Mov Cap-2 Maneuver ------1310- Stage 1 ------4420- Stage 2 ------1790- Approach EB WB NB HCM Control Delay, s 0 1.3 30.4 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)318 - - 864 - HCM Lane V/C Ratio 0.572 - - 0.26 - HCM Control Delay (s) 30.4 - - 10.6 - HCM Lane LOS D - - B - HCM 95th %tile Q(veh) 3.3 - - 1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 3.2-7 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 169 529 29 16 1133 29 10 45 42 41 Future Volume (vph) 169 529 29 16 1133 29 10 45 42 41 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s)14.6 42.0 42.0 9.6 37.0 37.0 38.4 38.4 38.4 38.4 Total Split (%)16.2% 46.7% 46.7% 10.7% 41.1% 41.1% 42.7% 42.7% 42.7% 42.7% Yellow Time (s)3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)10.1 42.1 42.1 5.0 31.4 31.4 25.8 27.5 Actuated g/C Ratio 0.12 0.50 0.50 0.06 0.37 0.37 0.30 0.32 v/c Ratio 0.89 0.33 0.04 0.17 0.95 0.05 0.14 0.91 Control Delay 79.3 15.6 0.1 44.1 44.0 0.1 17.3 38.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.3 15.6 0.1 44.1 44.0 0.1 17.3 38.7 LOS E B A D D A B D Approach Delay 29.8 42.9 17.3 38.7 Approach LOS C D B D Intersection Summary Cycle Length: 90 Actuated Cycle Length: 84.8 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 37.5 Intersection LOS: D Intersection Capacity Utilization 90.1%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) 3.2-8 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 169 529 29 16 1133 29 10 45 12 42 41 431 Future Volume (veh/h) 169 529 29 16 1133 29 10 45 12 42 41 431 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 190 594 23 18 1273 30 11 51 5 47 46 231 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %000000000000 Cap, veh/h 231 1847 806 38 1462 652 95 365 32 95 74 278 Arrive On Green 0.13 0.51 0.51 0.02 0.41 0.41 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1810 3610 1576 1810 3610 1610 153 1510 134 156 307 1149 Grp Volume(v), veh/h 190 594 23 18 1273 30 67 0 0 324 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1576 1810 1805 1610 1797 0 0 1612 0 0 Q Serve(g_s), s 7.4 6.9 0.5 0.7 23.3 0.8 0.0 0.0 0.0 8.0 0.0 0.0 Cycle Q Clear(g_c), s 7.4 6.9 0.5 0.7 23.3 0.8 2.0 0.0 0.0 13.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.16 0.07 0.15 0.71 Lane Grp Cap(c), veh/h 231 1847 806 38 1462 652 493 0 0 447 0 0 V/C Ratio(X) 0.82 0.32 0.03 0.47 0.87 0.05 0.14 0.00 0.00 0.72 0.00 0.00 Avail Cap(c_a), veh/h 252 1847 806 126 1568 699 859 0 0 793 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 30.5 10.3 8.7 34.8 19.6 13.0 21.4 0.0 0.0 25.7 0.0 0.0 Incr Delay (d2), s/veh 16.5 0.1 0.0 3.4 5.3 0.0 0.1 0.0 0.0 2.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 2.1 0.1 0.3 9.3 0.3 0.8 0.0 0.0 5.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.1 10.4 8.7 38.1 25.0 13.0 21.5 0.0 0.0 28.0 0.0 0.0 LnGrp LOS D B A D C B C A A C A A Approach Vol, veh/h 807 1321 67 324 Approach Delay, s/veh 18.9 24.9 21.5 28.0 Approach LOS B C C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 42.9 22.8 13.8 35.3 22.8 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 35.8 33.0 10.0 * 31 33.0 Max Q Clear Time (g_c+I1), s 2.7 8.9 15.6 9.4 25.3 4.0 Green Ext Time (p_c), s 0.0 3.7 1.8 0.0 3.8 0.3 Intersection Summary HCM 6th Ctrl Delay 23.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-9 Timings Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)25 405 43 735 42 27 23 33 26 Future Volume (vph)25 405 43 735 42 27 23 33 26 Turn Type Prot NA Prot NA Perm Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 6 8 4 Detector Phase 521668844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (%)12.8% 37.1% 12.8% 37.1% 37.1% 50.1% 50.1% 50.1% 50.1% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)6.3 19.0 6.3 20.9 20.9 15.0 15.0 Actuated g/C Ratio 0.16 0.47 0.16 0.52 0.52 0.37 0.37 v/c Ratio 0.10 0.20 0.17 0.44 0.05 0.14 0.26 Control Delay 24.7 11.7 24.8 12.7 1.6 9.5 6.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.7 11.7 24.8 12.7 1.6 9.5 6.8 LOS CBCBA A A Approach Delay 12.4 12.7 9.5 6.8 Approach LOS B B A A Intersection Summary Cycle Length: 75 Actuated Cycle Length: 40.2 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 11.9 Intersection LOS: B Intersection Capacity Utilization 46.9%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Almeria Av. & Foothill Bl. (SR-66) 3.2-10 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 405 24 43 735 42 27 23 21 33 26 92 Future Volume (veh/h) 25 405 24 43 735 42 27 23 21 33 26 92 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 28 460 27 49 835 48 31 26 24 38 30 105 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 61 1700 99 96 1294 577 217 166 107 162 93 217 Arrive On Green 0.03 0.34 0.34 0.05 0.36 0.36 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1810 5014 292 1810 3610 1610 400 758 487 218 426 994 Grp Volume(v), veh/h 28 316 171 49 835 48 81 0 0 173 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1847 1810 1805 1610 1645 0 0 1638 0 0 Q Serve(g_s), s 0.6 2.6 2.6 1.0 7.4 0.8 0.0 0.0 0.0 0.2 0.0 0.0 Cycle Q Clear(g_c), s 0.6 2.6 2.6 1.0 7.4 0.8 1.4 0.0 0.0 3.4 0.0 0.0 Prop In Lane 1.00 0.16 1.00 1.00 0.38 0.30 0.22 0.61 Lane Grp Cap(c), veh/h 61 1172 626 96 1294 577 489 0 0 472 0 0 V/C Ratio(X) 0.46 0.27 0.27 0.51 0.65 0.08 0.17 0.00 0.00 0.37 0.00 0.00 Avail Cap(c_a), veh/h 235 1974 1055 235 2061 919 1465 0 0 1488 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 18.3 9.3 9.3 17.8 10.3 8.2 12.3 0.0 0.0 13.1 0.0 0.0 Incr Delay (d2), s/veh 2.0 0.1 0.2 1.6 0.5 0.1 0.2 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.6 0.7 0.4 1.9 0.2 0.5 0.0 0.0 1.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.3 9.4 9.5 19.3 10.9 8.2 12.5 0.0 0.0 13.6 0.0 0.0 LnGrp LOS C AABBABAABAA Approach Vol, veh/h 515 932 81 173 Approach Delay, s/veh 10.0 11.2 12.5 13.6 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.6 18.9 13.0 5.9 19.6 13.0 Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6 Max Green Setting (Gmax), s 5.0 22.0 33.0 5.0 22.0 33.0 Max Q Clear Time (g_c+I1), s 3.0 4.6 5.4 2.6 9.4 3.4 Green Ext Time (p_c), s 0.0 2.5 1.1 0.0 4.4 0.4 Intersection Summary HCM 6th Ctrl Delay 11.1 HCM 6th LOS B 3.2-11 Timings Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)13 400 15 697 41 36 16 23 Future Volume (vph)13 400 15 697 41 36 16 23 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 37.6 37.6 38.2 38.2 Total Split (s)10.0 31.8 10.0 31.8 38.2 38.2 38.2 38.2 Total Split (%)12.5% 39.8% 12.5% 39.8% 47.8% 47.8% 47.8% 47.8% Yellow Time (s)3.6 4.8 3.6 4.8 3.6 3.6 4.2 4.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 4.6 4.6 5.2 5.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)7.0 20.9 7.0 20.9 16.3 16.3 16.0 16.0 Actuated g/C Ratio 0.20 0.60 0.20 0.60 0.47 0.47 0.46 0.46 v/c Ratio 0.04 0.14 0.04 0.25 0.07 0.09 0.03 0.09 Control Delay 23.1 9.7 23.0 10.1 10.0 6.6 10.5 5.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.1 9.7 23.0 10.1 10.0 6.6 10.5 5.7 LOS CACBAABA Approach Delay 10.1 10.4 7.8 6.6 Approach LOS BBAA Intersection Summary Cycle Length: 80 Actuated Cycle Length: 34.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.25 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 31.6%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Tokay Av. & Foothill Bl. (SR-66) 3.2-12 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 400 18 15 697 23 41 36 34 16 23 47 Future Volume (veh/h) 13 400 18 15 697 23 41 36 34 16 23 47 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 14 430 19 16 749 25 44 39 37 17 25 51 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 33 1573 69 37 1604 53 437 181 171 439 112 229 Arrive On Green 0.02 0.31 0.31 0.02 0.31 0.31 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 5094 224 1810 5155 172 1344 896 850 1344 558 1138 Grp Volume(v), veh/h 14 291 158 16 502 272 44 0 76 17 0 76 Grp Sat Flow(s),veh/h/ln 1810 1729 1860 1810 1729 1869 1344 0 1747 1344 0 1695 Q Serve(g_s), s 0.3 2.1 2.1 0.3 3.9 3.9 0.9 0.0 1.2 0.4 0.0 1.2 Cycle Q Clear(g_c), s 0.3 2.1 2.1 0.3 3.9 3.9 2.2 0.0 1.2 1.6 0.0 1.2 Prop In Lane 1.00 0.12 1.00 0.09 1.00 0.49 1.00 0.67 Lane Grp Cap(c), veh/h 33 1067 574 37 1076 582 437 0 352 439 0 342 V/C Ratio(X) 0.42 0.27 0.28 0.43 0.47 0.47 0.10 0.00 0.22 0.04 0.00 0.22 Avail Cap(c_a), veh/h 294 2704 1454 294 2704 1462 1525 0 1765 1502 0 1682 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.1 8.7 8.7 16.1 9.2 9.2 12.0 0.0 11.1 11.7 0.0 11.1 Incr Delay (d2), s/veh 3.2 0.1 0.3 2.9 0.3 0.6 0.1 0.0 0.3 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.5 0.5 0.1 0.9 1.0 0.2 0.0 0.4 0.1 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.3 8.8 8.9 18.9 9.5 9.8 12.1 0.0 11.4 11.8 0.0 11.4 LnGrp LOS BAABAABABBAB Approach Vol, veh/h 463 790 120 93 Approach Delay, s/veh 9.2 9.8 11.7 11.5 Approach LOS AABB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.3 16.1 11.9 5.2 16.1 11.9 Change Period (Y+Rc), s 4.6 5.8 5.2 4.6 5.8 * 5.2 Max Green Setting (Gmax), s 5.4 26.0 33.0 5.4 26.0 * 34 Max Q Clear Time (g_c+I1), s 2.3 4.1 3.6 2.3 5.9 4.2 Green Ext Time (p_c), s 0.0 2.5 0.4 0.0 4.4 0.6 Intersection Summary HCM 6th Ctrl Delay 9.9 HCM 6th LOS A Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-13 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 148 386 132 228 763 77 140 538 130 616 Future Volume (vph) 148 386 132 228 763 77 140 538 130 616 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Protected Phases 5 2 1 6 3874 Permitted Phases 2 6 Detector Phase 5221663874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 27.8 9.6 34.4 9.6 34.4 Total Split (s)10.0 28.6 28.6 12.0 30.6 30.6 10.0 34.4 10.0 34.4 Total Split (%)11.8% 33.6% 33.6% 14.1% 36.0% 36.0% 11.8% 40.5% 11.8% 40.5% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)5.5 19.8 19.8 7.5 21.8 21.8 5.5 22.3 5.5 22.3 Actuated g/C Ratio 0.07 0.26 0.26 0.10 0.29 0.29 0.07 0.29 0.07 0.29 v/c Ratio 1.20 0.43 0.26 1.35 0.77 0.14 1.13 0.60 1.05 0.73 Control Delay 179.3 25.4 5.3 220.2 31.0 0.9 157.0 24.9 135.0 27.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 179.3 25.4 5.3 220.2 31.0 0.9 157.0 24.9 135.0 27.7 LOS FCAFCAFCFC Approach Delay 55.6 69.2 49.9 43.9 Approach LOS E E D D Intersection Summary Cycle Length: 85 Actuated Cycle Length: 75.7 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.35 Intersection Signal Delay: 55.7 Intersection LOS: E Intersection Capacity Utilization 74.8%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 3.2-14 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 148 386 132 228 763 77 140 538 62 130 616 118 Future Volume (veh/h) 148 386 132 228 763 77 140 538 62 130 616 118 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 156 406 55 240 803 50 147 566 48 137 648 113 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 139 911 406 190 1014 452 139 928 79 139 847 147 Arrive On Green 0.08 0.25 0.25 0.11 0.28 0.28 0.08 0.28 0.28 0.08 0.28 0.28 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 3369 285 1810 3073 535 Grp Volume(v), veh/h 156 406 55 240 803 50 147 303 311 137 380 381 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1805 1610 1810 1805 1849 1810 1805 1804 Q Serve(g_s), s 5.4 6.7 1.9 7.4 14.5 1.6 5.4 10.3 10.3 5.3 13.6 13.6 Cycle Q Clear(g_c), s 5.4 6.7 1.9 7.4 14.5 1.6 5.4 10.3 10.3 5.3 13.6 13.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 0.30 Lane Grp Cap(c), veh/h 139 911 406 190 1014 452 139 497 509 139 497 497 V/C Ratio(X) 1.12 0.45 0.14 1.26 0.79 0.11 1.06 0.61 0.61 0.99 0.76 0.77 Avail Cap(c_a), veh/h 139 1171 522 190 1273 568 139 744 762 139 744 744 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.5 22.1 20.3 31.5 23.4 18.8 32.5 22.2 22.2 32.4 23.4 23.4 Incr Delay (d2), s/veh 113.0 0.3 0.1 152.3 2.8 0.1 92.6 1.2 1.2 71.7 2.7 2.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.5 2.6 0.7 11.0 5.8 0.6 5.8 4.1 4.2 4.9 5.6 5.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 145.5 22.5 20.5 183.7 26.2 18.9 125.0 23.4 23.4 104.1 26.0 26.1 LnGrp LOS F C C F C B F C C F C C Approach Vol, veh/h 617 1093 761 898 Approach Delay, s/veh 53.4 60.4 43.0 38.0 Approach LOS D E D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.0 23.5 10.0 24.8 10.0 25.5 10.0 24.8 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 7.4 22.8 5.4 29.0 5.4 24.8 5.4 29.0 Max Q Clear Time (g_c+I1), s 9.4 8.7 7.4 15.6 7.4 16.5 7.3 12.3 Green Ext Time (p_c), s 0.0 2.2 0.0 3.7 0.0 3.3 0.0 3.2 Intersection Summary HCM 6th Ctrl Delay 49.2 HCM 6th LOS D 3.2-15 Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 260 845 121 138 670 139 260 846 205 305 570 158 Future Volume (vph) 260 845 121 138 670 139 260 846 205 305 570 158 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s)14.0 47.0 47.0 12.2 45.2 25.0 23.8 45.8 45.8 25.0 47.0 14.0 Total Split (%)10.8% 36.2% 36.2% 9.4% 34.8% 19.2% 18.3% 35.2% 35.2% 19.2% 36.2% 10.8% Yellow Time (s)3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s)9.6 25.6 25.6 7.4 23.7 46.2 19.6 26.1 26.1 20.8 27.3 38.1 Actuated g/C Ratio 0.09 0.25 0.25 0.07 0.23 0.45 0.19 0.26 0.26 0.20 0.27 0.37 v/c Ratio 0.80 0.66 0.25 0.56 0.57 0.19 0.76 0.65 0.40 0.84 0.42 0.25 Control Delay 66.5 37.0 6.9 57.9 36.4 9.3 57.3 36.6 11.6 62.6 32.0 12.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.5 37.0 6.9 57.9 36.4 9.3 57.3 36.6 11.6 62.6 32.0 12.9 LOS EDAEDAEDBECB Approach Delay 40.3 35.6 36.8 38.1 Approach LOS DDDD Intersection Summary Cycle Length: 130 Actuated Cycle Length: 101.9 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 37.8 Intersection LOS: D Intersection Capacity Utilization 71.7%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) 3.2-16 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 260 845 121 138 670 139 260 846 205 305 570 158 Future Volume (veh/h) 260 845 121 138 670 139 260 846 205 305 570 158 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 265 862 69 141 684 66 265 863 110 311 582 89 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 343 1275 391 214 1085 643 304 1283 393 349 1413 589 Arrive On Green 0.10 0.25 0.25 0.06 0.21 0.21 0.17 0.25 0.25 0.19 0.27 0.27 Sat Flow, veh/h 3510 5187 1589 3510 5187 1589 1810 5187 1588 1810 5187 1586 Grp Volume(v), veh/h 265 862 69 141 684 66 265 863 110 311 582 89 Grp Sat Flow(s),veh/h/ln 1755 1729 1589 1755 1729 1589 1810 1729 1588 1810 1729 1586 Q Serve(g_s), s 6.3 12.8 2.9 3.3 10.2 2.2 12.1 12.8 4.8 14.2 7.8 3.2 Cycle Q Clear(g_c), s 6.3 12.8 2.9 3.3 10.2 2.2 12.1 12.8 4.8 14.2 7.8 3.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 343 1275 391 214 1085 643 304 1283 393 349 1413 589 V/C Ratio(X) 0.77 0.68 0.18 0.66 0.63 0.10 0.87 0.67 0.28 0.89 0.41 0.15 Avail Cap(c_a), veh/h 388 2470 757 314 2378 1040 408 2439 747 434 2512 926 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.5 29.0 25.3 39.1 30.6 15.9 34.5 28.9 25.9 33.4 25.4 17.9 Incr Delay (d2), s/veh 7.0 0.6 0.2 1.3 0.6 0.1 11.8 0.6 0.4 15.3 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 5.0 1.0 1.4 4.0 0.7 6.0 5.0 1.7 7.3 3.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.4 29.7 25.5 40.3 31.3 15.9 46.3 29.5 26.3 48.7 25.6 18.0 LnGrp LOS DCCDCBDCCDCB Approach Vol, veh/h 1196 891 1238 982 Approach Delay, s/veh 32.7 31.6 32.8 32.2 Approach LOS CCCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 21.0 26.8 9.8 27.4 18.9 29.0 12.9 24.3 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 20.4 40.0 7.6 40.5 19.2 41.2 9.4 * 39 Max Q Clear Time (g_c+I1), s 16.2 14.8 5.3 14.8 14.1 9.8 8.3 12.2 Green Ext Time (p_c), s 0.2 6.3 0.0 6.1 0.2 4.2 0.1 4.8 Intersection Summary HCM 6th Ctrl Delay 32.4 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-17 Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)42 1243 58 790 63 35 28 25 Future Volume (vph)42 1243 58 790 63 35 28 25 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)10.8 31.4 10.0 30.6 38.6 38.6 38.6 38.6 Total Split (%)13.5% 39.3% 12.5% 38.3% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)7.0 26.0 6.8 27.6 16.0 16.0 16.0 16.0 Actuated g/C Ratio 0.14 0.53 0.14 0.56 0.33 0.33 0.33 0.33 v/c Ratio 0.17 0.49 0.24 0.28 0.15 0.13 0.07 0.14 Control Delay 29.6 14.0 31.2 11.4 17.7 10.1 16.9 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 14.0 31.2 11.4 17.7 10.1 16.9 8.5 LOS CBCBBBBA Approach Delay 14.5 12.7 13.5 10.7 Approach LOS BBBB Intersection Summary Cycle Length: 80 Actuated Cycle Length: 49.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.6 Intersection LOS: B Intersection Capacity Utilization 52.6%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) 3.2-18 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 42 1243 63 58 790 20 63 35 41 28 25 54 Future Volume (veh/h) 42 1243 63 58 790 20 63 35 41 28 25 54 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 43 1268 64 59 806 20 64 36 42 29 26 55 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 84 2047 103 106 2169 54 359 150 175 363 102 215 Arrive On Green 0.05 0.40 0.40 0.06 0.42 0.42 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 5057 255 1810 5206 129 1338 799 933 1342 543 1150 Grp Volume(v), veh/h 43 867 465 59 535 291 64 0 78 29 0 81 Grp Sat Flow(s),veh/h/ln 1810 1729 1854 1810 1729 1877 1338 0 1732 1342 0 1693 Q Serve(g_s), s 1.0 8.8 8.8 1.4 4.7 4.7 1.9 0.0 1.7 0.8 0.0 1.8 Cycle Q Clear(g_c), s 1.0 8.8 8.8 1.4 4.7 4.7 3.7 0.0 1.7 2.5 0.0 1.8 Prop In Lane 1.00 0.14 1.00 0.07 1.00 0.54 1.00 0.68 Lane Grp Cap(c), veh/h 84 1400 751 106 1441 782 359 0 324 363 0 317 V/C Ratio(X) 0.51 0.62 0.62 0.56 0.37 0.37 0.18 0.00 0.24 0.08 0.00 0.26 Avail Cap(c_a), veh/h 255 1979 1061 222 1916 1040 1142 0 1337 1148 0 1307 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.5 10.4 10.4 20.2 8.9 8.9 16.9 0.0 15.2 16.3 0.0 15.3 Incr Delay (d2), s/veh 1.8 0.5 0.8 1.7 0.2 0.3 0.2 0.0 0.4 0.1 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 2.2 2.5 0.5 1.2 1.3 0.5 0.0 0.6 0.2 0.0 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.3 10.9 11.3 21.9 9.0 9.2 17.1 0.0 15.6 16.4 0.0 15.7 LnGrp LOS C B B C AABABBAB Approach Vol, veh/h 1375 885 142 110 Approach Delay, s/veh 11.4 9.9 16.3 15.9 Approach LOS BABB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.2 24.0 12.8 6.6 24.6 12.8 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.4 25.2 34.0 6.2 24.4 34.0 Max Q Clear Time (g_c+I1), s 3.4 10.8 4.5 3.0 6.7 5.7 Green Ext Time (p_c), s 0.0 7.1 0.5 0.0 4.6 0.6 Intersection Summary HCM 6th Ctrl Delay 11.3 HCM 6th LOS B 3.2-19 Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)66 1146 32 47 698 22 10 117 14 Future Volume (vph)66 1146 32 47 698 22 10 117 14 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)10.3 31.8 31.8 9.6 31.1 38.6 38.6 38.6 38.6 Total Split (%)12.9% 39.8% 39.8% 12.0% 38.9% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)6.1 30.0 30.0 5.5 29.6 14.7 14.7 14.7 14.7 Actuated g/C Ratio 0.11 0.55 0.55 0.10 0.55 0.27 0.27 0.27 0.27 v/c Ratio 0.34 0.60 0.04 0.27 0.40 0.06 0.10 0.33 0.12 Control Delay 34.4 17.1 0.1 33.3 13.8 16.7 7.9 20.4 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.4 17.1 0.1 33.3 13.8 16.7 7.9 20.4 8.1 LOS CBACBBACA Approach Delay 17.6 15.0 10.7 16.4 Approach LOS B B B B Intersection Summary Cycle Length: 80 Actuated Cycle Length: 54.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 61.8%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) 3.2-20 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 66 1146 32 47 698 56 22 10 37 117 14 43 Future Volume (veh/h) 66 1146 32 47 698 56 22 10 37 117 14 43 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 69 1194 23 49 727 52 23 10 9 122 15 19 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 114 1578 688 91 1447 103 389 170 153 402 141 178 Arrive On Green 0.06 0.44 0.44 0.05 0.42 0.42 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 3610 1575 1810 3411 244 1396 921 829 1416 762 965 Grp Volume(v), veh/h 69 1194 23 49 385 394 23 0 19 122 0 34 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1850 1396 0 1751 1416 0 1726 Q Serve(g_s), s 1.7 13.1 0.4 1.2 7.3 7.3 0.7 0.0 0.4 3.7 0.0 0.8 Cycle Q Clear(g_c), s 1.7 13.1 0.4 1.2 7.3 7.3 1.4 0.0 0.4 4.1 0.0 0.8 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.47 1.00 0.56 Lane Grp Cap(c), veh/h 114 1578 688 91 766 785 389 0 324 402 0 319 V/C Ratio(X) 0.60 0.76 0.03 0.54 0.50 0.50 0.06 0.00 0.06 0.30 0.00 0.11 Avail Cap(c_a), veh/h 219 1966 858 193 956 980 1141 0 1267 1165 0 1249 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.4 11.1 7.6 21.8 9.9 9.9 16.5 0.0 15.8 17.5 0.0 15.9 Incr Delay (d2), s/veh 1.9 1.3 0.0 1.8 0.5 0.5 0.1 0.0 0.1 0.4 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 3.5 0.1 0.5 1.9 2.0 0.2 0.0 0.2 1.1 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.3 12.5 7.6 23.6 10.4 10.4 16.6 0.0 15.9 17.9 0.0 16.1 LnGrp LOS C B A C BBBABBAB Approach Vol, veh/h 1286 828 42 156 Approach Delay, s/veh 13.0 11.2 16.2 17.5 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 26.7 13.3 7.6 26.1 13.3 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.0 25.6 34.0 5.7 24.9 34.0 Max Q Clear Time (g_c+I1), s 3.2 15.1 6.1 3.7 9.3 3.4 Green Ext Time (p_c), s 0.0 5.5 0.5 0.0 3.8 0.1 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B 3.2-21 HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1223 64 113 795 0 52 0 126 0 0 0 Future Vol, veh/h 0 1223 64 113 795 0 52 0 126 0 0 0 Conflicting Peds, #/hr 0 04000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 -------- Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 1329 70 123 864 0 57 0 137 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All - 0 0 1403 0 0 2046 2478 704 Stage 1 ------1368 1368 - Stage 2 ------6781110 - Critical Hdwy - - - 4.1 - - 6.8 6.5 6.9 Critical Hdwy Stg 1 ------5.85.5- Critical Hdwy Stg 2 ------5.85.5- Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 493 - 0 ~ 50 30 384 Stage 1 0 ----0205217- Stage 2 0 ----0471287- Platoon blocked, %- -- Mov Cap-1 Maneuver - - - 491 - - ~ 37 0 383 Mov Cap-2 Maneuver ------1340- Stage 1 ------2040- Stage 2 ------3530- Approach EB WB NB HCM Control Delay, s 0 1.8 56.9 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)248 - - 491 - HCM Lane V/C Ratio 0.78 - - 0.25 - HCM Control Delay (s) 56.9 - - 14.8 - HCM Lane LOS F - - B - HCM 95th %tile Q(veh) 5.8 - - 1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 3.2-22 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 220 1158 21 16 718 74 21 111 30 18 Future Volume (vph) 220 1158 21 16 718 74 21 111 30 18 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s)13.0 32.0 32.0 9.6 28.6 28.6 38.4 38.4 38.4 38.4 Total Split (%)16.3% 40.0% 40.0% 12.0% 35.8% 35.8% 48.0% 48.0% 48.0% 48.0% Yellow Time (s)3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)8.7 29.4 29.4 5.2 17.7 17.7 14.2 14.2 Actuated g/C Ratio 0.15 0.52 0.52 0.09 0.31 0.31 0.25 0.25 v/c Ratio 0.84 0.65 0.03 0.10 0.67 0.14 0.41 0.43 Control Delay 56.6 16.0 0.0 31.1 21.6 4.4 17.9 8.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.6 16.0 0.0 31.1 21.6 4.4 17.9 8.0 LOS E B A C C A B A Approach Delay 22.1 20.2 17.9 8.0 Approach LOS C C B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 57 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 20.1 Intersection LOS: C Intersection Capacity Utilization 67.9%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) 3.2-23 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 220 1158 21 16 718 74 21 111 45 30 18 169 Future Volume (veh/h) 220 1158 21 16 718 74 21 111 45 30 18 169 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 232 1219 21 17 756 49 22 117 20 32 19 47 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 287 1611 702 38 1114 497 113 269 42 160 98 144 Arrive On Green 0.16 0.45 0.45 0.02 0.31 0.31 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 3610 1573 1810 3610 1610 135 1443 227 310 528 771 Grp Volume(v), veh/h 232 1219 21 17 756 49 159 0 0 98 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1573 1810 1805 1610 1805 0 0 1609 0 0 Q Serve(g_s), s 5.8 13.2 0.4 0.4 8.6 1.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 5.8 13.2 0.4 0.4 8.6 1.0 3.6 0.0 0.0 2.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.14 0.13 0.33 0.48 Lane Grp Cap(c), veh/h 287 1611 702 38 1114 497 424 0 0 402 0 0 V/C Ratio(X) 0.81 0.76 0.03 0.44 0.68 0.10 0.37 0.00 0.00 0.24 0.00 0.00 Avail Cap(c_a), veh/h 325 1989 867 193 1758 784 1338 0 0 1187 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.0 10.8 7.3 22.6 14.2 11.5 16.9 0.0 0.0 16.4 0.0 0.0 Incr Delay (d2), s/veh 11.1 1.3 0.0 3.0 0.7 0.1 0.5 0.0 0.0 0.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 3.5 0.1 0.2 2.7 0.3 1.3 0.0 0.0 0.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.1 12.2 7.3 25.6 14.9 11.6 17.5 0.0 0.0 16.7 0.0 0.0 LnGrp LOS C B A C BBBAABAA Approach Vol, veh/h 1472 822 159 98 Approach Delay, s/veh 14.9 14.9 17.5 16.7 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.6 27.1 14.1 12.0 20.7 14.1 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 25.8 33.0 8.4 * 23 33.0 Max Q Clear Time (g_c+I1), s 2.4 15.2 4.3 7.8 10.6 5.6 Green Ext Time (p_c), s 0.0 5.6 0.5 0.0 3.9 0.8 Intersection Summary HCM 6th Ctrl Delay 15.2 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-24 Timings Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)86 1179 23 654 91 26 54 45 9 Future Volume (vph)86 1179 23 654 91 26 54 45 9 Turn Type Prot NA Prot NA Perm Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 6 8 4 Detector Phase 521668844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (%)12.8% 37.1% 12.8% 37.1% 37.1% 50.1% 50.1% 50.1% 50.1% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)6.3 27.2 6.3 21.4 21.4 15.3 15.3 Actuated g/C Ratio 0.14 0.59 0.14 0.47 0.47 0.33 0.33 v/c Ratio 0.40 0.45 0.11 0.44 0.13 0.22 0.22 Control Delay 34.0 11.8 27.3 15.4 4.8 12.3 9.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.0 11.8 27.3 15.4 4.8 12.3 9.6 LOS CBCBA B A Approach Delay 13.3 14.5 12.3 9.6 Approach LOS B B B A Intersection Summary Cycle Length: 75 Actuated Cycle Length: 46 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 13.5 Intersection LOS: B Intersection Capacity Utilization 50.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Almeria Av. & Foothill Bl. (SR-66) 3.2-25 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 86 1179 23 23 654 91 26 54 32 45 9 50 Future Volume (veh/h) 86 1179 23 23 654 91 26 54 32 45 9 50 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 98 1340 26 26 743 103 30 61 36 51 10 57 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 149 2146 42 57 1294 577 155 186 91 216 65 143 Arrive On Green 0.08 0.41 0.41 0.03 0.36 0.36 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 5238 102 1810 3610 1610 241 988 486 468 347 762 Grp Volume(v), veh/h 98 885 481 26 743 103 127 0 0 118 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1882 1810 1805 1610 1716 0 0 1577 0 0 Q Serve(g_s), s 2.1 8.2 8.2 0.6 6.7 1.8 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.1 8.2 8.2 0.6 6.7 1.8 2.5 0.0 0.0 2.4 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 0.24 0.28 0.43 0.48 Lane Grp Cap(c), veh/h 149 1416 771 57 1294 577 433 0 0 424 0 0 V/C Ratio(X) 0.66 0.62 0.62 0.46 0.57 0.18 0.29 0.00 0.00 0.28 0.00 0.00 Avail Cap(c_a), veh/h 224 1882 1024 224 1965 876 1475 0 0 1359 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 18.0 9.5 9.5 19.2 10.5 8.9 14.3 0.0 0.0 14.3 0.0 0.0 Incr Delay (d2), s/veh 1.8 0.5 0.8 2.1 0.4 0.1 0.4 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 1.9 2.2 0.2 1.8 0.4 0.9 0.0 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.8 9.9 10.3 21.4 10.9 9.0 14.7 0.0 0.0 14.6 0.0 0.0 LnGrp LOS B A B C BABAABAA Approach Vol, veh/h 1464 872 127 118 Approach Delay, s/veh 10.7 11.0 14.7 14.6 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.9 22.4 12.2 7.9 20.3 12.2 Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6 Max Green Setting (Gmax), s 5.0 22.0 33.0 5.0 22.0 33.0 Max Q Clear Time (g_c+I1), s 2.6 10.2 4.4 4.1 8.7 4.5 Green Ext Time (p_c), s 0.0 6.4 0.7 0.0 4.1 0.7 Intersection Summary HCM 6th Ctrl Delay 11.2 HCM 6th LOS B 3.2-26 Timings Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)50 1192 46 642 68 97 20 22 Future Volume (vph)50 1192 46 642 68 97 20 22 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 37.6 37.6 38.2 38.2 Total Split (s)11.2 31.8 10.0 30.6 38.2 38.2 38.2 38.2 Total Split (%)14.0% 39.8% 12.5% 38.3% 47.8% 47.8% 47.8% 47.8% Yellow Time (s)3.6 4.8 3.6 4.8 3.6 3.6 4.2 4.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 4.6 4.6 5.2 5.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)7.0 26.0 6.4 25.5 15.6 15.6 15.3 15.3 Actuated g/C Ratio 0.14 0.53 0.13 0.52 0.32 0.32 0.31 0.31 v/c Ratio 0.21 0.48 0.20 0.27 0.16 0.28 0.05 0.08 Control Delay 29.6 13.7 30.7 12.4 17.6 13.6 17.1 11.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 13.7 30.7 12.4 17.6 13.6 17.1 11.3 LOS CBCBBBBB Approach Delay 14.3 13.5 14.8 13.2 Approach LOS BBBB Intersection Summary Cycle Length: 80 Actuated Cycle Length: 49.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 14.1 Intersection LOS: B Intersection Capacity Utilization 57.9%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 9: Tokay Av. & Foothill Bl. (SR-66) 3.2-27 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 1192 47 46 642 40 68 97 66 20 22 21 Future Volume (veh/h) 50 1192 47 46 642 40 68 97 66 20 22 21 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 53 1255 49 48 676 42 72 102 69 21 23 22 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 97 2029 79 91 1960 121 420 222 150 314 188 179 Arrive On Green 0.05 0.40 0.40 0.05 0.39 0.39 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1810 5122 200 1810 4994 309 1383 1057 715 1233 893 854 Grp Volume(v), veh/h 53 847 457 48 467 251 72 0 171 21 0 45 Grp Sat Flow(s),veh/h/ln 1810 1729 1864 1810 1729 1844 1383 0 1771 1233 0 1746 Q Serve(g_s), s 1.3 8.9 8.9 1.2 4.3 4.3 2.0 0.0 3.8 0.7 0.0 0.9 Cycle Q Clear(g_c), s 1.3 8.9 8.9 1.2 4.3 4.3 3.0 0.0 3.8 4.5 0.0 0.9 Prop In Lane 1.00 0.11 1.00 0.17 1.00 0.40 1.00 0.49 Lane Grp Cap(c), veh/h 97 1370 738 91 1357 724 420 0 372 314 0 367 V/C Ratio(X) 0.55 0.62 0.62 0.53 0.34 0.35 0.17 0.00 0.46 0.07 0.00 0.12 Avail Cap(c_a), veh/h 263 1982 1068 215 1890 1008 1154 0 1312 952 0 1270 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.9 11.0 11.0 21.0 9.7 9.7 15.7 0.0 15.7 17.6 0.0 14.5 Incr Delay (d2), s/veh 1.8 0.5 0.9 1.8 0.2 0.3 0.2 0.0 0.9 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.4 2.6 0.5 1.1 1.2 0.6 0.0 1.5 0.2 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.7 11.4 11.8 22.8 9.8 10.0 15.9 0.0 16.6 17.7 0.0 14.7 LnGrp LOS C B B C AABABBAB Approach Vol, veh/h 1357 766 243 66 Approach Delay, s/veh 12.0 10.7 16.4 15.6 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.9 23.8 14.7 7.0 23.6 14.7 Change Period (Y+Rc), s 4.6 5.8 5.2 4.6 5.8 * 5.2 Max Green Setting (Gmax), s 5.4 26.0 33.0 6.6 24.8 * 34 Max Q Clear Time (g_c+I1), s 3.2 10.9 6.5 3.3 6.3 5.8 Green Ext Time (p_c), s 0.0 7.1 0.2 0.0 4.0 1.3 Intersection Summary HCM 6th Ctrl Delay 12.1 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-28 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 263 839 161 272 579 107 162 644 123 500 Future Volume (vph) 263 839 161 272 579 107 162 644 123 500 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Protected Phases 5 2 1 6 3874 Permitted Phases 2 6 Detector Phase 5221663874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 27.8 9.6 34.4 9.6 34.4 Total Split (s)18.6 28.0 28.0 19.0 28.4 28.4 13.6 35.7 12.3 34.4 Total Split (%)19.6% 29.5% 29.5% 20.0% 29.9% 29.9% 14.3% 37.6% 12.9% 36.2% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)14.0 22.3 22.3 14.4 22.7 22.7 9.0 25.5 7.7 24.2 Actuated g/C Ratio 0.15 0.25 0.25 0.16 0.25 0.25 0.10 0.28 0.09 0.27 v/c Ratio 0.98 0.98 0.32 0.98 0.67 0.22 0.94 0.78 0.83 0.63 Control Delay 89.8 62.4 6.7 90.1 35.4 4.8 96.7 34.9 82.7 31.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 89.8 62.4 6.7 90.1 35.4 4.8 96.7 34.9 82.7 31.1 LOS FEAFDAFCFC Approach Delay 61.0 47.5 45.8 40.1 Approach LOS E D D D Intersection Summary Cycle Length: 95 Actuated Cycle Length: 90.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 50.2 Intersection LOS: D Intersection Capacity Utilization 83.6%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 3.2-29 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Existing (2022) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 263 839 161 272 579 107 162 644 117 123 500 77 Future Volume (veh/h) 263 839 161 272 579 107 162 644 117 123 500 77 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 274 874 88 283 603 76 169 671 111 128 521 74 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 288 911 406 296 928 414 185 820 135 158 793 112 Arrive On Green 0.16 0.25 0.25 0.16 0.26 0.26 0.10 0.26 0.26 0.09 0.25 0.25 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 3100 512 1810 3175 449 Grp Volume(v), veh/h 274 874 88 283 603 76 169 390 392 128 295 300 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1805 1610 1810 1805 1808 1810 1805 1819 Q Serve(g_s), s 13.2 21.0 3.8 13.6 13.1 3.2 8.1 17.9 17.9 6.1 12.9 13.0 Cycle Q Clear(g_c), s 13.2 21.0 3.8 13.6 13.1 3.2 8.1 17.9 17.9 6.1 12.9 13.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.28 1.00 0.25 Lane Grp Cap(c), veh/h 288 911 406 296 928 414 185 477 478 158 451 454 V/C Ratio(X) 0.95 0.96 0.22 0.96 0.65 0.18 0.91 0.82 0.82 0.81 0.66 0.66 Avail Cap(c_a), veh/h 288 911 406 296 928 414 185 622 623 158 595 600 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.6 32.4 26.0 36.5 29.2 25.5 39.1 30.4 30.4 39.4 29.6 29.6 Incr Delay (d2), s/veh 39.6 20.5 0.3 39.9 1.6 0.2 41.5 6.5 6.6 24.2 1.6 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 11.1 1.4 8.9 5.5 1.2 5.6 8.1 8.2 3.7 5.5 5.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 76.3 53.0 26.3 76.4 30.8 25.7 80.6 36.9 37.0 63.6 31.2 31.3 LnGrp LOS E D C E C C F D D E C C Approach Vol, veh/h 1236 962 951 723 Approach Delay, s/veh 56.2 43.8 44.7 37.0 Approach LOS E D D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.0 28.0 13.6 27.4 18.6 28.4 12.3 28.7 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 14.4 22.2 9.0 29.0 14.0 22.6 7.7 30.3 Max Q Clear Time (g_c+I1), s 15.6 23.0 10.1 15.0 15.2 15.1 8.1 19.9 Green Ext Time (p_c), s 0.0 0.0 0.0 2.9 0.0 2.3 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay 46.7 HCM 6th LOS D 3.2-30 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 3.3: EXISTING (2022) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = Existing (2022) Conditions - Weekday PM Peak Hour Major Street Name =Foothill Bl. (SR-66)Total of Both Approaches (VPH) =2195 Number of Approach Lanes Major Street =1 Minor Street Name =Beech Av.High Volume Approach (VPH) =178 Number of Approach Lanes Minor Street =1 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) WARRANTED FOR A SIGNAL *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 13 0 0 178 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 Mi n o r S t r e e t - H i g h e r - V o lu m e A p p r o a c h ( V P H ) Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 3.3-1 This Page Intentionally Left Blank 3.3-2 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 5.1: EAP (2024) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 204 487 129 224 1008 97 176 464 119 170 791 120 Future Volume (vph) 204 487 129 224 1008 97 176 464 119 170 791 120 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s)12.0 45.5 45.5 12.0 45.5 16.0 16.0 46.5 46.5 16.0 46.5 12.0 Total Split (%)10.0% 37.9% 37.9% 10.0% 37.9% 13.3% 13.3% 38.8% 38.8% 13.3% 38.8% 10.0% Yellow Time (s)3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s)7.6 28.5 28.5 7.6 28.8 42.1 11.6 24.8 24.8 11.6 24.8 33.6 Actuated g/C Ratio 0.08 0.30 0.30 0.08 0.30 0.45 0.12 0.26 0.26 0.12 0.26 0.36 v/c Ratio 0.83 0.35 0.25 0.91 0.72 0.14 0.90 0.39 0.26 0.87 0.66 0.22 Control Delay 70.1 26.8 5.7 81.7 32.6 4.1 84.5 29.5 6.3 79.2 33.6 10.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.1 26.8 5.7 81.7 32.6 4.1 84.5 29.5 6.3 79.2 33.6 10.4 LOS ECAFCAFCAECB Approach Delay 34.2 38.8 38.6 38.2 Approach LOS CDDD Intersection Summary Cycle Length: 120 Actuated Cycle Length: 94.5 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 37.7 Intersection LOS: D Intersection Capacity Utilization 69.4%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) 5.1-1 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 204 487 129 224 1008 97 176 464 119 170 791 120 Future Volume (veh/h) 204 487 129 224 1008 97 176 464 119 170 791 120 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 232 553 72 255 1145 65 200 527 69 193 899 53 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 286 1586 490 286 1586 693 227 1300 397 227 1299 534 Arrive On Green 0.08 0.31 0.31 0.08 0.31 0.31 0.13 0.25 0.25 0.13 0.25 0.25 Sat Flow, veh/h 3510 5187 1602 3510 5187 1607 1810 5187 1584 1810 5187 1608 Grp Volume(v), veh/h 232 553 72 255 1145 65 200 527 69 193 899 53 Grp Sat Flow(s),veh/h/ln 1755 1729 1602 1755 1729 1607 1810 1729 1584 1810 1729 1608 Q Serve(g_s), s 5.9 7.5 3.0 6.5 17.9 2.2 9.9 7.7 3.1 9.5 14.3 2.1 Cycle Q Clear(g_c), s 5.9 7.5 3.0 6.5 17.9 2.2 9.9 7.7 3.1 9.5 14.3 2.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 286 1586 490 286 1586 693 227 1300 397 227 1299 534 V/C Ratio(X) 0.81 0.35 0.15 0.89 0.72 0.09 0.88 0.41 0.17 0.85 0.69 0.10 Avail Cap(c_a), veh/h 286 2227 688 286 2245 897 227 2325 710 227 2325 852 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.0 24.5 22.9 41.3 28.1 15.3 39.0 28.4 26.7 38.9 30.9 21.0 Incr Delay (d2), s/veh 15.0 0.1 0.1 26.7 0.7 0.1 29.4 0.2 0.2 24.0 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 2.9 1.1 3.8 6.9 0.7 6.0 3.0 1.1 5.5 5.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.0 24.6 23.1 68.0 28.8 15.4 68.5 28.6 26.9 62.9 31.5 21.0 LnGrp LOS E C C E C B E C C E C C Approach Vol, veh/h 857 1465 796 1145 Approach Delay, s/veh 33.0 35.0 38.5 36.3 Approach LOS CDDD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 28.6 12.0 34.3 16.0 28.5 12.0 34.3 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 11.4 40.7 7.4 39.0 11.4 40.7 7.4 * 39 Max Q Clear Time (g_c+I1), s 11.5 9.7 8.5 9.5 11.9 16.3 7.9 19.9 Green Ext Time (p_c), s 0.0 3.7 0.0 3.9 0.0 6.3 0.0 7.6 Intersection Summary HCM 6th Ctrl Delay 35.6 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-2 Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)72 621 55 1159 45 33 10 6 Future Volume (vph)72 621 55 1159 45 33 10 6 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)11.0 30.4 11.0 30.4 38.6 38.6 38.6 38.6 Total Split (%)13.8% 38.0% 13.8% 38.0% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)7.5 28.9 7.3 26.7 16.2 16.2 16.2 16.2 Actuated g/C Ratio 0.14 0.55 0.14 0.51 0.31 0.31 0.31 0.31 v/c Ratio 0.31 0.26 0.25 0.50 0.12 0.11 0.03 0.13 Control Delay 32.3 12.1 30.7 15.6 17.9 11.4 16.3 6.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.3 12.1 30.7 15.6 17.9 11.4 16.3 6.3 LOS CBCBBBBA Approach Delay 14.1 16.2 14.3 7.6 Approach LOS BBBA Intersection Summary Cycle Length: 80 Actuated Cycle Length: 52.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 49.0%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) 5.1-3 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 72 621 35 55 1159 18 45 33 25 10 6 56 Future Volume (veh/h) 72 621 35 55 1159 18 45 33 25 10 6 56 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 81 698 39 62 1302 20 51 37 28 11 7 63 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %000000000000 Cap, veh/h 130 2063 115 110 2101 32 351 174 132 359 28 256 Arrive On Green 0.07 0.41 0.41 0.06 0.40 0.40 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 1810 5028 280 1810 5263 81 1352 1004 760 1358 164 1472 Grp Volume(v), veh/h 81 479 258 62 856 466 51 0 65 11 0 70 Grp Sat Flow(s),veh/h/ln 1810 1729 1850 1810 1729 1885 1352 0 1763 1358 0 1635 Q Serve(g_s), s 1.9 4.1 4.1 1.4 8.6 8.6 1.5 0.0 1.4 0.3 0.0 1.6 Cycle Q Clear(g_c), s 1.9 4.1 4.1 1.4 8.6 8.6 3.1 0.0 1.4 1.7 0.0 1.6 Prop In Lane 1.00 0.15 1.00 0.04 1.00 0.43 1.00 0.90 Lane Grp Cap(c), veh/h 130 1419 759 110 1380 753 351 0 306 359 0 284 V/C Ratio(X) 0.62 0.34 0.34 0.56 0.62 0.62 0.15 0.00 0.21 0.03 0.00 0.25 Avail Cap(c_a), veh/h 267 1931 1033 267 1931 1053 1176 0 1383 1188 0 1283 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.5 8.7 8.8 19.8 10.4 10.4 16.8 0.0 15.4 16.1 0.0 15.5 Incr Delay (d2), s/veh 1.8 0.1 0.3 1.7 0.5 0.8 0.2 0.0 0.3 0.0 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 1.0 1.1 0.5 2.2 2.4 0.4 0.0 0.5 0.1 0.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.4 8.9 9.0 21.5 10.9 11.2 17.0 0.0 15.7 16.1 0.0 15.9 LnGrp LOS C A A C BBBABBAB Approach Vol, veh/h 818 1384 116 81 Approach Delay, s/veh 10.2 11.5 16.3 15.9 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.2 24.0 12.1 7.7 23.5 12.1 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.4 24.2 34.0 6.4 24.2 34.0 Max Q Clear Time (g_c+I1), s 3.4 6.1 3.7 3.9 10.6 5.1 Green Ext Time (p_c), s 0.0 4.1 0.4 0.0 6.7 0.5 Intersection Summary HCM 6th Ctrl Delay 11.4 HCM 6th LOS B 5.1-4 Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)31 606 10 47 1322 24 16 24 3 Future Volume (vph)31 606 10 47 1322 24 16 24 3 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)9.6 39.9 39.9 11.5 41.8 38.6 38.6 38.6 38.6 Total Split (%)10.7% 44.3% 44.3% 12.8% 46.4% 42.9% 42.9% 42.9% 42.9% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.3 36.7 36.7 6.3 39.7 13.9 13.9 13.9 13.9 Actuated g/C Ratio 0.09 0.59 0.59 0.10 0.64 0.22 0.22 0.22 0.22 v/c Ratio 0.23 0.33 0.01 0.30 0.71 0.09 0.25 0.10 0.06 Control Delay 37.1 12.3 0.0 36.0 16.5 21.1 8.5 21.3 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.1 12.3 0.0 36.0 16.5 21.1 8.5 21.3 10.6 LOS DBADBCACB Approach Delay 13.3 17.2 11.1 16.3 Approach LOS B B B B Intersection Summary Cycle Length: 90 Actuated Cycle Length: 62.1 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 15.7 Intersection LOS: B Intersection Capacity Utilization 56.4%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) 5.1-5 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 606 10 47 1322 70 24 16 78 24 3 18 Future Volume (veh/h) 31 606 10 47 1322 70 24 16 78 24 3 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 36 713 12 55 1555 66 28 19 26 28 4 6 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %000000000000 Cap, veh/h 70 1948 850 94 1949 82 302 90 123 271 85 127 Arrive On Green 0.04 0.54 0.54 0.05 0.55 0.55 0.12 0.12 0.12 0.12 0.12 0.12 Sat Flow, veh/h 1810 3610 1575 1810 3525 149 1427 727 994 1383 686 1029 Grp Volume(v), veh/h 36 713 12 55 793 828 28 0 45 28 0 10 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1869 1427 0 1721 1383 0 1715 Q Serve(g_s), s 1.1 6.1 0.2 1.6 18.9 19.2 1.0 0.0 1.3 1.0 0.0 0.3 Cycle Q Clear(g_c), s 1.1 6.1 0.2 1.6 18.9 19.2 1.2 0.0 1.3 2.3 0.0 0.3 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.58 1.00 0.60 Lane Grp Cap(c), veh/h 70 1948 850 94 998 1034 302 0 212 271 0 211 V/C Ratio(X) 0.51 0.37 0.01 0.58 0.79 0.80 0.09 0.00 0.21 0.10 0.00 0.05 Avail Cap(c_a), veh/h 168 2253 983 231 1190 1233 1025 0 1084 971 0 1080 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.5 7.1 5.8 25.0 9.6 9.7 21.4 0.0 21.3 22.3 0.0 20.9 Incr Delay (d2), s/veh 2.2 0.1 0.0 2.1 3.2 3.3 0.1 0.0 0.5 0.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.4 0.0 0.6 5.1 5.3 0.3 0.0 0.5 0.3 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.6 7.2 5.8 27.2 12.9 13.0 21.6 0.0 21.8 22.5 0.0 21.0 LnGrp LOS C A A C B B C A C C A C Approach Vol, veh/h 761 1676 73 38 Approach Delay, s/veh 8.2 13.4 21.7 22.1 Approach LOS A B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.4 35.3 11.3 6.7 36.1 11.3 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.9 33.7 34.0 5.0 35.6 34.0 Max Q Clear Time (g_c+I1), s 3.6 8.1 4.3 3.1 21.2 3.3 Green Ext Time (p_c), s 0.0 4.5 0.1 0.0 8.7 0.3 Intersection Summary HCM 6th Ctrl Delay 12.2 HCM 6th LOS B 5.1-6 HCM 6th TWSC Beech Logistics Center (JN 14726) 4: Beech Av. & Driveway 1 10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Intersection Int Delay, s/veh 6.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 24000 Future Vol, veh/h 0 24000 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 24000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 9 1 1 0 - 0 Stage 1 1 ----- Stage 2 8 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1017 1090 1635 - - - Stage 1 1028 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1015 1090 1635 - - - Mov Cap-2 Maneuver 1015 ----- Stage 1 1026 ----- Stage 2 1020 ----- Approach EB NB SB HCM Control Delay, s 8.3 7.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1635 - 1090 - - HCM Lane V/C Ratio 0.003 - 0.002 - - HCM Control Delay (s) 7.2 0 8.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 5.1-7 HCM 6th TWSC Beech Logistics Center (JN 14726) 5: Beech Av. & Driveway 2 10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Intersection Int Delay, s/veh 6.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 9 44 4 2 0 Future Vol, veh/h 0 9 44 4 2 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 10 48 4 2 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 102 2 2 0 - 0 Stage 1 2 ----- Stage 2 100 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 901 1088 1634 - - - Stage 1 1026 ----- Stage 2 929 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 875 1088 1634 - - - Mov Cap-2 Maneuver 875 ----- Stage 1 996 ----- Stage 2 929 ----- Approach EB NB SB HCM Control Delay, s 8.3 6.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1634 - 1088 - - HCM Lane V/C Ratio 0.029 - 0.009 - - HCM Control Delay (s) 7.3 0 8.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0 - - 5.1-8 HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 649 43 206 1432 25 42 0 123 5 0 6 Future Vol, veh/h 23 649 43 206 1432 25 42 0 123 5 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 -------- Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 00000000000 Mvmt Flow 26 738 49 234 1627 28 48 0 140 6 0 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1655 0 0 787 0 0 2097 2938 394 2530 2948 828 Stage 1 ------815815-2109 2109 - Stage 2 ------1282 2123 - 421 839 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 395 - - 841 - - ~ 31 15 611 14 15 318 Stage 1 ------342394-5493- Stage 2 ------17892-586384- Platoon blocked, % - - - - Mov Cap-1 Maneuver 395 - - 841 - - ~ 23 10 611 8 10 318 Mov Cap-2 Maneuver ------7734-3844- Stage 1 ------319368-5067- Stage 2 ------12666-422359- Approach EB WB NB SB HCM Control Delay, s 0.5 1.4 73.1 64.2 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)221 395 - - 841 - - 73 HCM Lane V/C Ratio 0.848 0.066 - - 0.278 - - 0.171 HCM Control Delay (s) 73.1 14.8 - - 10.9 - - 64.2 HCM Lane LOS F B - - B - - F HCM 95th %tile Q(veh) 6.5 0.2 - - 1.1 - - 0.6 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 5.1-9 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 175 555 30 17 1204 30 10 47 44 43 Future Volume (vph) 175 555 30 17 1204 30 10 47 44 43 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s)14.6 42.0 42.0 9.6 37.0 37.0 38.4 38.4 38.4 38.4 Total Split (%)16.2% 46.7% 46.7% 10.7% 41.1% 41.1% 42.7% 42.7% 42.7% 42.7% Yellow Time (s)3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)10.0 42.0 42.0 5.0 31.4 31.4 26.7 28.7 Actuated g/C Ratio 0.12 0.49 0.49 0.06 0.37 0.37 0.31 0.33 v/c Ratio 0.94 0.35 0.04 0.18 1.03 0.05 0.15 0.92 Control Delay 89.1 16.2 0.1 44.6 61.7 0.1 17.2 41.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 89.1 16.2 0.1 44.6 61.7 0.1 17.2 41.4 LOS F B A D E A B D Approach Delay 32.4 60.0 17.2 41.4 Approach LOS C E B D Intersection Summary Cycle Length: 90 Actuated Cycle Length: 86 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 47.0 Intersection LOS: D Intersection Capacity Utilization 94.1%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) 5.1-10 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 175 555 30 17 1204 30 10 47 12 44 43 448 Future Volume (veh/h) 175 555 30 17 1204 30 10 47 12 44 43 448 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 197 624 24 19 1353 31 11 53 5 49 48 250 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %000000000000 Cap, veh/h 236 1847 806 39 1455 649 93 379 33 93 75 295 Arrive On Green 0.13 0.51 0.51 0.02 0.40 0.40 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1810 3610 1576 1810 3610 1610 149 1491 128 154 296 1160 Grp Volume(v), veh/h 197 624 24 19 1353 31 69 0 0 347 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1576 1810 1805 1610 1768 0 0 1611 0 0 Q Serve(g_s), s 8.1 7.8 0.6 0.8 27.3 0.9 0.0 0.0 0.0 9.5 0.0 0.0 Cycle Q Clear(g_c), s 8.1 7.8 0.6 0.8 27.3 0.9 2.2 0.0 0.0 15.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.16 0.07 0.14 0.72 Lane Grp Cap(c), veh/h 236 1847 806 39 1455 649 504 0 0 463 0 0 V/C Ratio(X) 0.83 0.34 0.03 0.48 0.93 0.05 0.14 0.00 0.00 0.75 0.00 0.00 Avail Cap(c_a), veh/h 237 1847 806 119 1477 659 805 0 0 747 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 32.4 11.0 9.2 36.9 21.7 13.9 22.0 0.0 0.0 26.9 0.0 0.0 Incr Delay (d2), s/veh 20.7 0.1 0.0 3.4 10.7 0.0 0.1 0.0 0.0 2.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 2.5 0.2 0.4 12.0 0.3 0.9 0.0 0.0 5.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.1 11.1 9.2 40.3 32.4 13.9 22.1 0.0 0.0 29.4 0.0 0.0 LnGrp LOS D B A D C B C A A C A A Approach Vol, veh/h 845 1403 69 347 Approach Delay, s/veh 20.8 32.1 22.1 29.4 Approach LOS CCCC Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.3 45.2 24.8 14.5 36.9 24.8 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 35.8 33.0 10.0 * 31 33.0 Max Q Clear Time (g_c+I1), s 2.8 9.8 17.5 10.1 29.3 4.2 Green Ext Time (p_c), s 0.0 3.9 1.8 0.0 1.4 0.3 Intersection Summary HCM 6th Ctrl Delay 27.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-11 Timings Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)27 425 44 784 44 28 24 34 27 Future Volume (vph)27 425 44 784 44 28 24 34 27 Turn Type Prot NA Prot NA Perm Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 6 8 4 Detector Phase 521668844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (%)12.8% 37.1% 12.8% 37.1% 37.1% 50.1% 50.1% 50.1% 50.1% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)6.2 20.3 6.2 22.1 22.1 14.9 14.9 Actuated g/C Ratio 0.15 0.49 0.15 0.53 0.53 0.36 0.36 v/c Ratio 0.12 0.20 0.19 0.46 0.06 0.14 0.28 Control Delay 25.3 11.5 25.5 13.0 1.8 10.0 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.3 11.5 25.5 13.0 1.8 10.0 7.0 LOS CBCBA A A Approach Delay 12.3 13.1 10.0 7.0 Approach LOS B B A A Intersection Summary Cycle Length: 75 Actuated Cycle Length: 41.4 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 48.9%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Almeria Av. & Foothill Bl. (SR-66) 5.1-12 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 425 25 44 784 44 28 24 21 34 27 100 Future Volume (veh/h) 27 425 25 44 784 44 28 24 21 34 27 100 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 31 483 28 50 891 50 32 27 24 39 31 114 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 66 1771 102 96 1335 595 215 166 104 156 89 221 Arrive On Green 0.04 0.35 0.35 0.05 0.37 0.37 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1810 5018 289 1810 3610 1610 413 763 478 212 411 1014 Grp Volume(v), veh/h 31 332 179 50 891 50 83 0 0 184 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1848 1810 1805 1610 1654 0 0 1637 0 0 Q Serve(g_s), s 0.7 2.7 2.8 1.1 8.2 0.8 0.0 0.0 0.0 0.6 0.0 0.0 Cycle Q Clear(g_c), s 0.7 2.7 2.8 1.1 8.2 0.8 1.5 0.0 0.0 3.8 0.0 0.0 Prop In Lane 1.00 0.16 1.00 1.00 0.39 0.29 0.21 0.62 Lane Grp Cap(c), veh/h 66 1220 652 96 1335 595 486 0 0 466 0 0 V/C Ratio(X) 0.47 0.27 0.27 0.52 0.67 0.08 0.17 0.00 0.00 0.39 0.00 0.00 Avail Cap(c_a), veh/h 227 1906 1019 227 1990 888 1414 0 0 1436 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 18.9 9.2 9.3 18.4 10.5 8.2 12.8 0.0 0.0 13.7 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.1 0.2 1.6 0.6 0.1 0.2 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.7 0.8 0.4 2.1 0.2 0.5 0.0 0.0 1.3 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.8 9.4 9.5 20.0 11.1 8.2 13.0 0.0 0.0 14.2 0.0 0.0 LnGrp LOS C AABBABAABAA Approach Vol, veh/h 542 991 83 184 Approach Delay, s/veh 10.1 11.4 13.0 14.2 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.7 19.9 13.3 6.1 20.6 13.3 Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6 Max Green Setting (Gmax), s 5.0 22.0 33.0 5.0 22.0 33.0 Max Q Clear Time (g_c+I1), s 3.1 4.8 5.8 2.7 10.2 3.5 Green Ext Time (p_c), s 0.0 2.6 1.2 0.0 4.5 0.5 Intersection Summary HCM 6th Ctrl Delay 11.4 HCM 6th LOS B 5.1-13 Timings Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)13 420 16 745 43 37 17 24 Future Volume (vph)13 420 16 745 43 37 17 24 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 37.6 37.6 38.2 38.2 Total Split (s)10.0 31.8 10.0 31.8 38.2 38.2 38.2 38.2 Total Split (%)12.5% 39.8% 12.5% 39.8% 47.8% 47.8% 47.8% 47.8% Yellow Time (s)3.6 4.8 3.6 4.8 3.6 3.6 4.2 4.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 4.6 4.6 5.2 5.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)7.1 21.8 7.1 21.8 16.4 16.4 16.1 16.1 Actuated g/C Ratio 0.20 0.61 0.20 0.61 0.46 0.46 0.45 0.45 v/c Ratio 0.04 0.15 0.05 0.26 0.07 0.09 0.03 0.10 Control Delay 23.9 9.5 23.8 9.9 10.6 7.0 11.2 6.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.9 9.5 23.8 9.9 10.6 7.0 11.2 6.1 LOS CACABABA Approach Delay 9.9 10.2 8.3 7.1 Approach LOS ABAA Intersection Summary Cycle Length: 80 Actuated Cycle Length: 35.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.26 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 32.6%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Tokay Av. & Foothill Bl. (SR-66) 5.1-14 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 420 19 16 745 24 43 37 35 17 24 48 Future Volume (veh/h) 13 420 19 16 745 24 43 37 35 17 24 48 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 14 452 20 17 801 26 46 40 38 18 26 52 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 33 1626 71 39 1666 54 431 181 172 432 114 229 Arrive On Green 0.02 0.32 0.32 0.02 0.32 0.32 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 5094 224 1810 5161 167 1342 896 851 1342 565 1131 Grp Volume(v), veh/h 14 306 166 17 536 291 46 0 78 18 0 78 Grp Sat Flow(s),veh/h/ln 1810 1729 1860 1810 1729 1870 1342 0 1747 1342 0 1696 Q Serve(g_s), s 0.3 2.3 2.3 0.3 4.2 4.3 1.0 0.0 1.3 0.4 0.0 1.3 Cycle Q Clear(g_c), s 0.3 2.3 2.3 0.3 4.2 4.3 2.3 0.0 1.3 1.7 0.0 1.3 Prop In Lane 1.00 0.12 1.00 0.09 1.00 0.49 1.00 0.67 Lane Grp Cap(c), veh/h 33 1104 594 39 1116 604 431 0 354 432 0 343 V/C Ratio(X) 0.42 0.28 0.28 0.43 0.48 0.48 0.11 0.00 0.22 0.04 0.00 0.23 Avail Cap(c_a), veh/h 286 2631 1415 286 2631 1423 1479 0 1718 1457 0 1638 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.6 8.7 8.7 16.5 9.3 9.3 12.4 0.0 11.4 12.1 0.0 11.4 Incr Delay (d2), s/veh 3.2 0.1 0.3 2.7 0.3 0.6 0.1 0.0 0.3 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.5 0.6 0.1 1.0 1.1 0.3 0.0 0.4 0.1 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.8 8.8 8.9 19.2 9.6 9.9 12.5 0.0 11.7 12.1 0.0 11.7 LnGrp LOS BAABAABABBAB Approach Vol, veh/h 486 844 124 96 Approach Delay, s/veh 9.2 9.9 12.0 11.8 Approach LOS AABB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.3 16.7 12.1 5.2 16.8 12.1 Change Period (Y+Rc), s 4.6 5.8 5.2 4.6 5.8 * 5.2 Max Green Setting (Gmax), s 5.4 26.0 33.0 5.4 26.0 * 34 Max Q Clear Time (g_c+I1), s 2.3 4.3 3.7 2.3 6.3 4.3 Green Ext Time (p_c), s 0.0 2.6 0.4 0.0 4.8 0.6 Intersection Summary HCM 6th Ctrl Delay 10.0 HCM 6th LOS A Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-15 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 156 403 139 237 798 80 154 560 135 640 Future Volume (vph) 156 403 139 237 798 80 154 560 135 640 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Protected Phases 5 2 1 6 3874 Permitted Phases 2 6 Detector Phase 5221663874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 27.8 9.6 34.4 9.6 34.4 Total Split (s)10.0 28.6 28.6 12.0 30.6 30.6 10.0 34.4 10.0 34.4 Total Split (%)11.8% 33.6% 33.6% 14.1% 36.0% 36.0% 11.8% 40.5% 11.8% 40.5% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)5.5 20.5 20.5 7.5 22.5 22.5 5.5 23.4 5.5 23.4 Actuated g/C Ratio 0.07 0.26 0.26 0.10 0.29 0.29 0.07 0.30 0.07 0.30 v/c Ratio 1.29 0.44 0.27 1.43 0.80 0.15 1.28 0.61 1.12 0.75 Control Delay 214.1 25.9 5.9 254.9 32.7 1.1 208.4 25.1 155.8 28.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 214.1 25.9 5.9 254.9 32.7 1.1 208.4 25.1 155.8 28.3 LOS FCAFCAFCFC Approach Delay 64.0 77.6 61.4 47.3 Approach LOS E E E D Intersection Summary Cycle Length: 85 Actuated Cycle Length: 77.4 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.43 Intersection Signal Delay: 63.4 Intersection LOS: E Intersection Capacity Utilization 78.1%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 5.1-16 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 156 403 139 237 798 80 154 560 65 135 640 130 Future Volume (veh/h) 156 403 139 237 798 80 154 560 65 135 640 130 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 164 424 62 249 840 53 162 589 51 142 674 126 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 135 934 416 184 1033 461 135 955 83 135 862 161 Arrive On Green 0.07 0.26 0.26 0.10 0.29 0.29 0.07 0.28 0.28 0.07 0.28 0.28 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 3362 291 1810 3036 567 Grp Volume(v), veh/h 164 424 62 249 840 53 162 316 324 142 400 400 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1805 1610 1810 1805 1848 1810 1805 1798 Q Serve(g_s), s 5.4 7.2 2.2 7.4 15.7 1.8 5.4 11.0 11.1 5.4 14.8 14.9 Cycle Q Clear(g_c), s 5.4 7.2 2.2 7.4 15.7 1.8 5.4 11.0 11.1 5.4 14.8 14.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.32 Lane Grp Cap(c), veh/h 135 934 416 184 1033 461 135 513 525 135 513 511 V/C Ratio(X) 1.22 0.45 0.15 1.35 0.81 0.12 1.20 0.62 0.62 1.06 0.78 0.78 Avail Cap(c_a), veh/h 135 1134 506 184 1233 550 135 721 738 135 721 718 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.6 22.6 20.7 32.6 24.1 19.1 33.6 22.6 22.6 33.6 23.9 23.9 Incr Delay (d2), s/veh 147.9 0.3 0.2 188.9 3.6 0.1 142.5 1.2 1.2 93.0 3.7 3.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.7 2.8 0.8 12.7 6.4 0.6 7.6 4.4 4.5 5.7 6.2 6.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 181.5 23.0 20.9 221.5 27.7 19.2 176.1 23.8 23.8 126.6 27.6 27.6 LnGrp LOS F C C F C B F C C F C C Approach Vol, veh/h 650 1142 802 942 Approach Delay, s/veh 62.8 69.6 54.5 42.5 Approach LOS E E D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.0 24.6 10.0 26.0 10.0 26.6 10.0 26.0 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 7.4 22.8 5.4 29.0 5.4 24.8 5.4 29.0 Max Q Clear Time (g_c+I1), s 9.4 9.2 7.4 16.9 7.4 17.7 7.4 13.1 Green Ext Time (p_c), s 0.0 2.2 0.0 3.8 0.0 3.1 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 57.7 HCM 6th LOS E 5.1-17 Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 270 880 126 151 701 150 270 880 217 319 593 164 Future Volume (vph) 270 880 126 151 701 150 270 880 217 319 593 164 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s)14.0 47.0 47.0 12.2 45.2 25.0 23.8 45.8 45.8 25.0 47.0 14.0 Total Split (%)10.8% 36.2% 36.2% 9.4% 34.8% 19.2% 18.3% 35.2% 35.2% 19.2% 36.2% 10.8% Yellow Time (s)3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s)9.6 26.4 26.4 7.5 24.6 47.1 19.6 26.9 26.9 20.8 28.1 38.9 Actuated g/C Ratio 0.09 0.26 0.26 0.07 0.24 0.46 0.19 0.26 0.26 0.20 0.27 0.38 v/c Ratio 0.85 0.68 0.26 0.61 0.58 0.20 0.81 0.67 0.42 0.90 0.43 0.26 Control Delay 72.5 37.6 6.8 60.5 36.8 9.8 61.8 37.2 12.8 70.9 32.4 13.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.5 37.6 6.8 60.5 36.8 9.8 61.8 37.2 12.8 70.9 32.4 13.2 LOS EDAEDAEDBECB Approach Delay 42.0 36.3 38.2 40.9 Approach LOS DDDD Intersection Summary Cycle Length: 130 Actuated Cycle Length: 103.5 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 39.4 Intersection LOS: D Intersection Capacity Utilization 73.9%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) 5.1-18 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 270 880 126 151 701 150 270 880 217 319 593 164 Future Volume (veh/h) 270 880 126 151 701 150 270 880 217 319 593 164 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 276 898 75 154 715 77 276 898 122 326 605 95 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 348 1292 396 225 1110 661 312 1299 398 361 1439 600 Arrive On Green 0.10 0.25 0.25 0.06 0.21 0.21 0.17 0.25 0.25 0.20 0.28 0.28 Sat Flow, veh/h 3510 5187 1589 3510 5187 1589 1810 5187 1588 1810 5187 1586 Grp Volume(v), veh/h 276 898 75 154 715 77 276 898 122 326 605 95 Grp Sat Flow(s),veh/h/ln 1755 1729 1589 1755 1729 1589 1810 1729 1588 1810 1729 1586 Q Serve(g_s), s 7.0 14.3 3.4 3.9 11.4 2.7 13.5 14.2 5.7 16.0 8.7 3.6 Cycle Q Clear(g_c), s 7.0 14.3 3.4 3.9 11.4 2.7 13.5 14.2 5.7 16.0 8.7 3.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 348 1292 396 225 1110 661 312 1299 398 361 1439 600 V/C Ratio(X) 0.79 0.70 0.19 0.68 0.64 0.12 0.88 0.69 0.31 0.90 0.42 0.16 Avail Cap(c_a), veh/h 364 2316 710 294 2230 1004 383 2287 700 407 2356 880 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.9 30.9 26.8 41.6 32.5 16.4 36.6 30.8 27.6 35.5 26.8 18.8 Incr Delay (d2), s/veh 10.0 0.7 0.2 2.1 0.6 0.1 16.3 0.7 0.4 20.2 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 5.6 1.2 1.7 4.5 0.9 7.0 5.6 2.1 8.6 3.4 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.9 31.6 27.1 43.7 33.1 16.5 53.0 31.5 28.0 55.7 27.0 18.9 LnGrp LOS DCCDCBDCCECB Approach Vol, veh/h 1249 946 1296 1026 Approach Delay, s/veh 35.4 33.5 35.7 35.4 Approach LOS DCDD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 22.7 28.5 10.4 29.1 20.2 31.0 13.6 25.9 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 20.4 40.0 7.6 40.5 19.2 41.2 9.4 * 39 Max Q Clear Time (g_c+I1), s 18.0 16.2 5.9 16.3 15.5 10.7 9.0 13.4 Green Ext Time (p_c), s 0.1 6.5 0.0 6.3 0.1 4.4 0.0 5.0 Intersection Summary HCM 6th Ctrl Delay 35.1 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-19 Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)44 1300 62 838 66 36 29 25 Future Volume (vph)44 1300 62 838 66 36 29 25 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)10.8 31.4 10.0 30.6 38.6 38.6 38.6 38.6 Total Split (%)13.5% 39.3% 12.5% 38.3% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)6.9 27.4 6.6 28.9 15.7 15.7 15.7 15.7 Actuated g/C Ratio 0.14 0.54 0.13 0.57 0.31 0.31 0.31 0.31 v/c Ratio 0.18 0.50 0.27 0.30 0.16 0.14 0.07 0.15 Control Delay 29.9 14.2 32.2 11.4 18.0 10.1 17.0 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.9 14.2 32.2 11.4 18.0 10.1 17.0 8.5 LOS CBCBBBBA Approach Delay 14.7 12.8 13.7 10.8 Approach LOS BBBB Intersection Summary Cycle Length: 80 Actuated Cycle Length: 50.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 53.9%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) 5.1-20 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 44 1300 66 62 838 21 66 36 43 29 25 56 Future Volume (veh/h) 44 1300 66 62 838 21 66 36 43 29 25 56 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 45 1327 67 63 855 21 67 37 44 30 26 57 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 86 2084 105 109 2212 54 353 148 176 356 99 217 Arrive On Green 0.05 0.41 0.41 0.06 0.42 0.42 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 5057 255 1810 5207 128 1336 791 940 1338 530 1161 Grp Volume(v), veh/h 45 907 487 63 567 309 67 0 81 30 0 83 Grp Sat Flow(s),veh/h/ln 1810 1729 1854 1810 1729 1877 1336 0 1731 1338 0 1691 Q Serve(g_s), s 1.1 9.5 9.5 1.5 5.1 5.1 2.0 0.0 1.8 0.9 0.0 1.9 Cycle Q Clear(g_c), s 1.1 9.5 9.5 1.5 5.1 5.1 3.9 0.0 1.8 2.7 0.0 1.9 Prop In Lane 1.00 0.14 1.00 0.07 1.00 0.54 1.00 0.69 Lane Grp Cap(c), veh/h 86 1425 764 109 1469 797 353 0 323 356 0 316 V/C Ratio(X) 0.52 0.64 0.64 0.58 0.39 0.39 0.19 0.00 0.25 0.08 0.00 0.26 Avail Cap(c_a), veh/h 248 1928 1034 216 1866 1013 1108 0 1302 1112 0 1272 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.0 10.6 10.6 20.7 8.9 8.9 17.4 0.0 15.7 16.8 0.0 15.7 Incr Delay (d2), s/veh 1.8 0.5 0.9 1.8 0.2 0.3 0.3 0.0 0.4 0.1 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 2.4 2.7 0.6 1.3 1.4 0.6 0.0 0.7 0.3 0.0 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.8 11.1 11.5 22.4 9.1 9.3 17.7 0.0 16.1 16.9 0.0 16.2 LnGrp LOS C B B C AABABBAB Approach Vol, veh/h 1439 939 148 113 Approach Delay, s/veh 11.6 10.1 16.8 16.4 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.3 24.8 13.0 6.8 25.4 13.0 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.4 25.2 34.0 6.2 24.4 34.0 Max Q Clear Time (g_c+I1), s 3.5 11.5 4.7 3.1 7.1 5.9 Green Ext Time (p_c), s 0.0 7.2 0.6 0.0 4.8 0.7 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B 5.1-21 Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)69 1200 33 51 745 23 10 122 15 Future Volume (vph)69 1200 33 51 745 23 10 122 15 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)10.3 31.8 31.8 9.6 31.1 38.6 38.6 38.6 38.6 Total Split (%)12.9% 39.8% 39.8% 12.0% 38.9% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)6.0 30.2 30.2 5.5 29.8 14.7 14.7 14.7 14.7 Actuated g/C Ratio 0.11 0.55 0.55 0.10 0.55 0.27 0.27 0.27 0.27 v/c Ratio 0.36 0.63 0.04 0.29 0.43 0.07 0.10 0.34 0.13 Control Delay 35.2 17.8 0.1 34.3 14.2 16.7 7.8 20.7 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.2 17.8 0.1 34.3 14.2 16.7 7.8 20.7 8.1 LOS DBACBBACA Approach Delay 18.2 15.4 10.7 16.5 Approach LOS B B B B Intersection Summary Cycle Length: 80 Actuated Cycle Length: 54.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 16.9 Intersection LOS: B Intersection Capacity Utilization 63.6%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) 5.1-22 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 69 1200 33 51 745 58 23 10 38 122 15 45 Future Volume (veh/h) 69 1200 33 51 745 58 23 10 38 122 15 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 72 1250 24 53 776 54 24 10 10 127 16 21 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 116 1605 700 95 1481 103 380 160 160 396 137 180 Arrive On Green 0.06 0.44 0.44 0.05 0.43 0.43 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 3610 1575 1810 3418 238 1393 872 872 1414 745 978 Grp Volume(v), veh/h 72 1250 24 53 410 420 24 0 20 127 0 37 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1851 1393 0 1743 1414 0 1724 Q Serve(g_s), s 1.9 14.2 0.4 1.4 8.0 8.0 0.7 0.0 0.5 3.9 0.0 0.9 Cycle Q Clear(g_c), s 1.9 14.2 0.4 1.4 8.0 8.0 1.6 0.0 0.5 4.4 0.0 0.9 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.50 1.00 0.57 Lane Grp Cap(c), veh/h 116 1605 700 95 782 802 380 0 321 396 0 317 V/C Ratio(X) 0.62 0.78 0.03 0.56 0.52 0.52 0.06 0.00 0.06 0.32 0.00 0.12 Avail Cap(c_a), veh/h 213 1912 835 187 930 954 1104 0 1226 1131 0 1213 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.0 11.4 7.6 22.3 10.0 10.0 17.1 0.0 16.3 18.1 0.0 16.4 Incr Delay (d2), s/veh 2.0 1.8 0.0 1.9 0.5 0.5 0.1 0.0 0.1 0.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 3.9 0.1 0.5 2.1 2.2 0.2 0.0 0.2 1.2 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.1 13.2 7.6 24.2 10.6 10.6 17.2 0.0 16.4 18.6 0.0 16.6 LnGrp LOS C B A C BBBABBAB Approach Vol, veh/h 1346 883 44 164 Approach Delay, s/veh 13.7 11.4 16.8 18.1 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.1 27.7 13.5 7.7 27.1 13.5 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.0 25.6 34.0 5.7 24.9 34.0 Max Q Clear Time (g_c+I1), s 3.4 16.2 6.4 3.9 10.0 3.6 Green Ext Time (p_c), s 0.0 5.3 0.5 0.0 4.0 0.1 Intersection Summary HCM 6th Ctrl Delay 13.2 HCM 6th LOS B 5.1-23 HCM 6th TWSC Beech Logistics Center (JN 14726) 4: Beech Av. & Driveway 1 10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Intersection Int Delay, s/veh 6.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 34000 Future Vol, veh/h 0 34000 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 34000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 9 1 1 0 - 0 Stage 1 1 ----- Stage 2 8 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1017 1090 1635 - - - Stage 1 1028 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1015 1090 1635 - - - Mov Cap-2 Maneuver 1015 ----- Stage 1 1026 ----- Stage 2 1020 ----- Approach EB NB SB HCM Control Delay, s 8.3 7.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1635 - 1090 - - HCM Lane V/C Ratio 0.003 - 0.003 - - HCM Control Delay (s) 7.2 0 8.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 5.1-24 HCM 6th TWSC Beech Logistics Center (JN 14726) 5: Beech Av. & Driveway 2 10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Intersection Int Delay, s/veh 7.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 40 10 4 3 0 Future Vol, veh/h 0 40 10 4 3 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 43 11 4 3 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 29 3 3 0 - 0 Stage 1 3 ----- Stage 2 26 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 991 1087 1632 - - - Stage 1 1025 ----- Stage 2 1002 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 984 1087 1632 - - - Mov Cap-2 Maneuver 984 ----- Stage 1 1018 ----- Stage 2 1002 ----- Approach EB NB SB HCM Control Delay, s 8.5 5.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1632 - 1087 - - HCM Lane V/C Ratio 0.007 - 0.04 - - HCM Control Delay (s) 7.2 0 8.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 5.1-25 HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 10.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1272 67 118 827 6 54 0 131 22 0 21 Future Vol, veh/h 8 1272 67 118 827 6 54 0 131 22 0 21 Conflicting Peds, #/hr 0 04000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 -------- Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000000000 Mvmt Flow 9 1383 73 128 899 7 59 0 142 24 0 23 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 906 0 0 1460 0 0 2148 2604 732 1869 2637 453 Stage 1 ------1442 1442 - 1159 1159 - Stage 2 ------7061162 - 710 1478 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 759 - - 469 - - ~ 28 25 368 45 24 559 Stage 1 ------142199-212272- Stage 2 ------397272-395192- Platoon blocked, % - - - - Mov Cap-1 Maneuver 759 - - 467 - - ~ 21 18 367 ~ 22 17 559 Mov Cap-2 Maneuver ------9296-7548- Stage 1 ------140196-209197- Stage 2 ------276197-239189- Approach EB WB NB SB HCM Control Delay, s 0.1 1.9 121.5 47.5 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)196 759 - - 467 - - 130 HCM Lane V/C Ratio 1.026 0.011 - - 0.275 - - 0.36 HCM Control Delay (s) 121.5 9.8 - - 15.6 - - 47.5 HCM Lane LOS F A - - C - - E HCM 95th %tile Q(veh) 9 0 - - 1.1 - - 1.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 5.1-26 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 229 1227 22 17 753 77 22 115 31 19 Future Volume (vph) 229 1227 22 17 753 77 22 115 31 19 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s)13.0 32.0 32.0 9.6 28.6 28.6 38.4 38.4 38.4 38.4 Total Split (%)16.3% 40.0% 40.0% 12.0% 35.8% 35.8% 48.0% 48.0% 48.0% 48.0% Yellow Time (s)3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)8.7 29.9 29.9 5.2 18.2 18.2 14.4 14.4 Actuated g/C Ratio 0.15 0.52 0.52 0.09 0.32 0.32 0.25 0.25 v/c Ratio 0.89 0.69 0.03 0.11 0.70 0.14 0.43 0.45 Control Delay 63.5 16.7 0.0 31.4 22.1 4.6 18.5 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.5 16.7 0.0 31.4 22.1 4.6 18.5 8.1 LOS E B A C C A B A Approach Delay 23.7 20.7 18.5 8.1 Approach LOS C C B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 57.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 21.1 Intersection LOS: C Intersection Capacity Utilization 70.4%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) 5.1-27 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 229 1227 22 17 753 77 22 115 47 31 19 176 Future Volume (veh/h) 229 1227 22 17 753 77 22 115 47 31 19 176 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 241 1292 22 18 793 52 23 121 22 33 20 54 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 296 1650 719 40 1141 509 110 264 44 153 93 151 Arrive On Green 0.16 0.46 0.46 0.02 0.32 0.32 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 3610 1573 1810 3610 1610 137 1426 239 299 501 816 Grp Volume(v), veh/h 241 1292 22 18 793 52 166 0 0 107 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1573 1810 1805 1610 1801 0 0 1617 0 0 Q Serve(g_s), s 6.2 14.6 0.4 0.5 9.3 1.1 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.2 14.6 0.4 0.5 9.3 1.1 3.9 0.0 0.0 2.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.14 0.13 0.31 0.50 Lane Grp Cap(c), veh/h 296 1650 719 40 1141 509 418 0 0 396 0 0 V/C Ratio(X) 0.81 0.78 0.03 0.45 0.70 0.10 0.40 0.00 0.00 0.27 0.00 0.00 Avail Cap(c_a), veh/h 315 1930 841 188 1706 761 1295 0 0 1153 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.5 11.1 7.2 23.3 14.5 11.7 17.6 0.0 0.0 17.1 0.0 0.0 Incr Delay (d2), s/veh 13.1 1.9 0.0 2.9 0.8 0.1 0.6 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 3.9 0.1 0.2 3.0 0.3 1.4 0.0 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.6 12.9 7.2 26.2 15.2 11.8 18.2 0.0 0.0 17.4 0.0 0.0 LnGrp LOS C B A C BBBAABAA Approach Vol, veh/h 1555 863 166 107 Approach Delay, s/veh 15.9 15.3 18.2 17.4 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 28.3 14.3 12.5 21.4 14.3 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 25.8 33.0 8.4 * 23 33.0 Max Q Clear Time (g_c+I1), s 2.5 16.6 4.6 8.2 11.3 5.9 Green Ext Time (p_c), s 0.0 5.4 0.6 0.0 4.0 0.8 Intersection Summary HCM 6th Ctrl Delay 15.9 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-28 Timings Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)93 1245 24 685 95 27 56 47 9 Future Volume (vph)93 1245 24 685 95 27 56 47 9 Turn Type Prot NA Prot NA Perm Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 6 8 4 Detector Phase 521668844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (%)12.8% 37.1% 12.8% 37.1% 37.1% 50.1% 50.1% 50.1% 50.1% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.6 28.5 5.6 16.7 16.7 14.2 14.2 Actuated g/C Ratio 0.12 0.59 0.12 0.35 0.35 0.30 0.30 v/c Ratio 0.50 0.47 0.13 0.62 0.17 0.26 0.25 Control Delay 37.9 12.2 27.8 17.5 4.9 12.9 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.9 12.2 27.8 17.5 4.9 12.9 9.9 LOS DBCBA B A Approach Delay 13.9 16.4 12.9 9.9 Approach LOS B B B A Intersection Summary Cycle Length: 75 Actuated Cycle Length: 47.9 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 14.5 Intersection LOS: B Intersection Capacity Utilization 52.5%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Almeria Av. & Foothill Bl. (SR-66) 5.1-29 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 93 1245 24 24 685 95 27 56 33 47 9 53 Future Volume (veh/h) 93 1245 24 24 685 95 27 56 33 47 9 53 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 106 1415 27 27 778 108 31 64 38 53 10 60 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 154 2188 42 58 1317 588 152 186 93 213 64 146 Arrive On Green 0.08 0.42 0.42 0.03 0.36 0.36 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 5240 100 1810 3610 1610 239 986 490 473 337 771 Grp Volume(v), veh/h 106 934 508 27 778 108 133 0 0 123 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1882 1810 1805 1610 1715 0 0 1581 0 0 Q Serve(g_s), s 2.4 8.9 8.9 0.6 7.2 1.9 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.4 8.9 8.9 0.6 7.2 1.9 2.7 0.0 0.0 2.5 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 0.23 0.29 0.43 0.49 Lane Grp Cap(c), veh/h 154 1444 786 58 1317 588 431 0 0 423 0 0 V/C Ratio(X) 0.69 0.65 0.65 0.46 0.59 0.18 0.31 0.00 0.00 0.29 0.00 0.00 Avail Cap(c_a), veh/h 218 1832 997 218 1913 853 1435 0 0 1322 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 18.5 9.6 9.6 19.7 10.7 9.0 14.7 0.0 0.0 14.7 0.0 0.0 Incr Delay (d2), s/veh 2.1 0.5 1.0 2.1 0.4 0.1 0.4 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 2.1 2.4 0.2 1.9 0.5 1.0 0.0 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.5 10.2 10.6 21.9 11.1 9.1 15.1 0.0 0.0 15.1 0.0 0.0 LnGrp LOS C B B C BABAABAA Approach Vol, veh/h 1548 913 133 123 Approach Delay, s/veh 11.0 11.2 15.1 15.1 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.9 23.1 12.4 8.1 21.0 12.4 Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6 Max Green Setting (Gmax), s 5.0 22.0 33.0 5.0 22.0 33.0 Max Q Clear Time (g_c+I1), s 2.6 10.9 4.5 4.4 9.2 4.7 Green Ext Time (p_c), s 0.0 6.4 0.8 0.0 4.3 0.8 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B 5.1-30 Timings Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)52 1258 48 672 71 101 21 23 Future Volume (vph)52 1258 48 672 71 101 21 23 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 37.6 37.6 38.2 38.2 Total Split (s)11.2 31.8 10.0 30.6 38.2 38.2 38.2 38.2 Total Split (%)14.0% 39.8% 12.5% 38.3% 47.8% 47.8% 47.8% 47.8% Yellow Time (s)3.6 4.8 3.6 4.8 3.6 3.6 4.2 4.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 4.6 4.6 5.2 5.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)6.9 26.8 6.4 26.3 15.6 15.6 15.4 15.4 Actuated g/C Ratio 0.14 0.53 0.13 0.52 0.31 0.31 0.31 0.31 v/c Ratio 0.22 0.50 0.22 0.28 0.17 0.30 0.06 0.08 Control Delay 30.1 13.9 31.2 12.3 17.9 14.0 17.3 11.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.1 13.9 31.2 12.3 17.9 14.0 17.3 11.4 LOS CBCBBBBB Approach Delay 14.5 13.5 15.2 13.3 Approach LOS BBBB Intersection Summary Cycle Length: 80 Actuated Cycle Length: 50.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 60.0%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 9: Tokay Av. & Foothill Bl. (SR-66) 5.1-31 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 1258 49 48 672 42 71 101 69 21 23 22 Future Volume (veh/h) 52 1258 49 48 672 42 71 101 69 21 23 22 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 55 1324 52 51 707 44 75 106 73 22 24 23 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 99 2080 82 94 2014 125 410 217 149 299 184 177 Arrive On Green 0.05 0.41 0.41 0.05 0.40 0.40 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1810 5121 201 1810 4993 309 1380 1048 722 1224 892 855 Grp Volume(v), veh/h 55 894 482 51 489 262 75 0 179 22 0 47 Grp Sat Flow(s),veh/h/ln 1810 1729 1864 1810 1729 1844 1380 0 1770 1224 0 1746 Q Serve(g_s), s 1.4 9.6 9.6 1.3 4.6 4.6 2.2 0.0 4.2 0.8 0.0 1.0 Cycle Q Clear(g_c), s 1.4 9.6 9.6 1.3 4.6 4.6 3.2 0.0 4.2 4.9 0.0 1.0 Prop In Lane 1.00 0.11 1.00 0.17 1.00 0.41 1.00 0.49 Lane Grp Cap(c), veh/h 99 1405 757 94 1395 744 410 0 366 299 0 361 V/C Ratio(X) 0.56 0.64 0.64 0.54 0.35 0.35 0.18 0.00 0.49 0.07 0.00 0.13 Avail Cap(c_a), veh/h 257 1932 1041 210 1842 983 1121 0 1278 913 0 1238 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.5 11.1 11.1 21.5 9.6 9.7 16.4 0.0 16.3 18.5 0.0 15.0 Incr Delay (d2), s/veh 1.8 0.5 0.9 1.8 0.2 0.3 0.2 0.0 1.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.6 2.9 0.5 1.2 1.3 0.6 0.0 1.6 0.2 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.3 11.6 12.0 23.3 9.8 9.9 16.6 0.0 17.3 18.6 0.0 15.2 LnGrp LOS C B B C AABABBAB Approach Vol, veh/h 1431 802 254 69 Approach Delay, s/veh 12.1 10.7 17.1 16.3 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 24.7 14.8 7.1 24.6 14.8 Change Period (Y+Rc), s 4.6 5.8 5.2 4.6 5.8 * 5.2 Max Green Setting (Gmax), s 5.4 26.0 33.0 6.6 24.8 * 34 Max Q Clear Time (g_c+I1), s 3.3 11.6 6.9 3.4 6.6 6.2 Green Ext Time (p_c), s 0.0 7.3 0.3 0.0 4.2 1.3 Intersection Summary HCM 6th Ctrl Delay 12.3 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-32 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 279 876 176 283 603 111 171 669 128 520 Future Volume (vph) 279 876 176 283 603 111 171 669 128 520 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Protected Phases 5 2 1 6 3874 Permitted Phases 2 6 Detector Phase 5221663874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 27.8 9.6 34.4 9.6 34.4 Total Split (s)18.6 28.0 28.0 19.0 28.4 28.4 13.6 35.7 12.3 34.4 Total Split (%)19.6% 29.5% 29.5% 20.0% 29.9% 29.9% 14.3% 37.6% 12.9% 36.2% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)14.0 22.2 22.2 14.4 22.6 22.6 9.0 26.3 7.7 25.0 Actuated g/C Ratio 0.15 0.24 0.24 0.16 0.25 0.25 0.10 0.29 0.08 0.27 v/c Ratio 1.05 1.04 0.34 1.04 0.70 0.23 1.00 0.80 0.88 0.64 Control Delay 107.4 75.7 6.7 102.7 36.7 5.4 111.4 35.5 90.2 31.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 107.4 75.7 6.7 102.7 36.7 5.4 111.4 35.5 90.2 31.2 LOS FEAFDAFDFC Approach Delay 73.3 51.9 49.0 41.5 Approach LOS E D D D Intersection Summary Cycle Length: 95 Actuated Cycle Length: 91.1 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 56.4 Intersection LOS: E Intersection Capacity Utilization 86.4%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 5.1-33 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 279 876 176 283 603 111 171 669 122 128 520 82 Future Volume (veh/h) 279 876 176 283 603 111 171 669 122 128 520 82 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 291 912 103 295 628 81 178 697 116 133 542 79 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 285 902 402 293 918 410 183 841 140 157 813 118 Arrive On Green 0.16 0.25 0.25 0.16 0.25 0.25 0.10 0.27 0.27 0.09 0.26 0.26 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 3097 515 1810 3163 459 Grp Volume(v), veh/h 291 912 103 295 628 81 178 406 407 133 309 312 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1805 1610 1810 1805 1807 1810 1805 1817 Q Serve(g_s), s 14.0 22.2 4.6 14.4 13.9 3.5 8.7 18.8 18.8 6.4 13.6 13.7 Cycle Q Clear(g_c), s 14.0 22.2 4.6 14.4 13.9 3.5 8.7 18.8 18.8 6.4 13.6 13.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.28 1.00 0.25 Lane Grp Cap(c), veh/h 285 902 402 293 918 410 183 490 491 157 464 467 V/C Ratio(X) 1.02 1.01 0.26 1.01 0.68 0.20 0.97 0.83 0.83 0.85 0.67 0.67 Avail Cap(c_a), veh/h 285 902 402 293 918 410 183 616 616 157 589 593 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.4 33.3 26.7 37.2 29.9 26.0 39.8 30.4 30.4 40.0 29.6 29.6 Incr Delay (d2), s/veh 58.6 32.7 0.3 54.0 2.1 0.2 57.5 7.5 7.6 31.5 1.9 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.5 13.1 1.7 10.4 5.9 1.3 6.6 8.7 8.7 4.1 5.8 5.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 96.0 66.0 27.0 91.2 32.0 26.2 97.3 37.9 38.0 71.5 31.5 31.6 LnGrp LOS F F C F C C F D D E C C Approach Vol, veh/h 1306 1004 991 754 Approach Delay, s/veh 69.6 48.9 48.6 38.6 Approach LOS E D D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.0 28.0 13.6 28.2 18.6 28.4 12.3 29.5 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 14.4 22.2 9.0 29.0 14.0 22.6 7.7 30.3 Max Q Clear Time (g_c+I1), s 16.4 24.2 10.7 15.7 16.0 15.9 8.4 20.8 Green Ext Time (p_c), s 0.0 0.0 0.0 2.9 0.0 2.3 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 53.6 HCM 6th LOS D 5.1-34 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 5.2: EAP (2024) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet (Average Traffic Estimate Form) ___ ___ ___ ___TRAFFIC CONDITIONS DIST CO RTE PM CALC DATE Jurisdiction:City of Fontana CHK DATE Major Street:Beech Av.Critical Approach Speed (Major) 25 mph Minor Street:Driveway 1 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT =27 vpd Minor Street Future ADT =27 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or In built up area of isolated community of < 10,000 population …………….….…. Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 27 1 27 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 2 +9,600 6,720 3,200 2,240 1 2 +8,000 5,600 3,200 2,240 Satisfied Not Satisfied XX Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 27 1 27 12,000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 2 +14,400 10,080 1,600 1,120 1 2 +12,000 8,400 1,600 1,120 No one condition satisfied, but following conditions fulfilled 80% of more ….. A B 0% 0% Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. XX on Higher-Volume EAP 2024 CS CS 10/12/22 10/12/22 (Based on Estimated Average Daily Traffic - See Note) Major Street Minor Street CONDITION B - Interruption of Continuous Traffic Vehicles Per Day on Major Street URBAN (U) URBAN RURAL Major Street Minor Street The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches) Combination of CONDITIONS A + B 2 CONDITIONS 80% 2 CONDITIONS 80% Satisfied Not Satisfied XX (One Direction Only) Satisfied Not Satisfied XX CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on Minor Street Approach (One Direction Only) Minimum Requirements EADT Vehicles Per Day on Higher-Volume Major Street (Total of Both Approaches) Minor Street Approach 5.2-1 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-3. Warrant 3, Peak Hour Traffic Conditions = EAP (2024) Conditions - Weekday PM Peak Hour Major Street Name =Beech Avenue Total of Both Approaches (VPH) =4 Number of Approach Lanes on Major Street =1 Minor Street Name =Driveway 1 High Volume Approach (VPH) =3 Number of Approach Lanes On Minor Street =1 *Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane SIGNAL WARRANT NOT SATISFIED 0 100 200 300 400 500 600 700 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Mi n o r S t r e e t - H i g h e r - V o l u m e A p p r o a c h ( V P H ) Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 5.2-2 California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet (Average Traffic Estimate Form) ___ ___ ___ ___TRAFFIC CONDITIONS DIST CO RTE PM CALC DATE Jurisdiction:City of Fontana CHK DATE Major Street:Beech Av.Critical Approach Speed (Major) 25 mph Minor Street:Driveway 2 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT =240 vpd Minor Street Future ADT =186 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or In built up area of isolated community of < 10,000 population …………….….…. Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 240 1 186 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 2 +9,600 6,720 3,200 2,240 1 2 +8,000 5,600 3,200 2,240 Satisfied Not Satisfied XX Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 240 1 186 12,000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 2 +14,400 10,080 1,600 1,120 1 2 +12,000 8,400 1,600 1,120 No one condition satisfied, but following conditions fulfilled 80% of more ….. A B 3% 2% Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. Combination of CONDITIONS A + B 2 CONDITIONS 80% 2 CONDITIONS 80% Satisfied Not Satisfied XX on Major Street Minor Street Approach (Total of Both Approaches) (One Direction Only) Major Street Minor Street Major Street Minor Street CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume XX Major Street Minor Street Approach (Total of Both Approaches) (One Direction Only) CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume URBAN (U) (Based on Estimated Average Daily Traffic - See Note) URBAN RURAL Minimum Requirements XX EADT EAP 2024 CS 10/12/22 CS 10/12/22 5.2-3 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-3. Warrant 3, Peak Hour Traffic Conditions = EAP (2024) Conditions - Weekday PM Peak Hour Major Street Name =Beech Avenue Total of Both Approaches (VPH) =17 Number of Approach Lanes on Major Street =1 Minor Street Name =Driveway 2 High Volume Approach (VPH) =40 Number of Approach Lanes On Minor Street =1 *Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane SIGNAL WARRANT NOT SATISFIED 0 100 200 300 400 500 600 700 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Mi n o r S t r e e t - H i g h e r - V o l u m e A p p r o a c h ( V P H ) Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 5.2-4 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 5.3: EAP (2024) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Timings Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)23 649 206 1432 42 0 5 0 Future Volume (vph)23 649 206 1432 42 0 5 0 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 37.6 37.6 37.6 37.6 Total Split (s)9.7 40.2 22.2 52.7 37.6 37.6 37.6 37.6 Total Split (%)9.7% 40.2% 22.2% 52.7% 37.6% 37.6% 37.6% 37.6% Yellow Time (s) 3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)5.3 28.0 13.5 43.1 13.8 13.8 Actuated g/C Ratio 0.07 0.39 0.19 0.60 0.19 0.19 v/c Ratio 0.20 0.56 0.69 0.76 0.46 0.03 Control Delay 41.6 19.9 40.9 16.2 12.5 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.6 19.9 40.9 16.2 12.5 0.2 LOS D B D B B A Approach Delay 20.6 19.3 12.5 0.2 Approach LOS C B B A Intersection Summary Cycle Length: 100 Actuated Cycle Length: 71.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 19.1 Intersection LOS: B Intersection Capacity Utilization 68.2%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 6: Beech Av. & Foothill Bl. (SR-66) 5.3-1 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 23 649 43 206 1432 25 42 0 123 5 0 6 Future Volume (veh/h) 23 649 43 206 1432 25 42 0 123 5 0 6 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 26 738 49 234 1627 28 48 0 140 6 0 7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 53 1513 100 285 2064 35 118 17 185 173 28 137 Arrive On Green 0.03 0.44 0.44 0.16 0.57 0.57 0.16 0.00 0.16 0.16 0.00 0.16 Sat Flow, veh/h 1810 3436 228 1810 3631 62 291 111 1171 567 179 871 Grp Volume(v), veh/h 26 388 399 234 808 847 188 0 0 13 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1859 1810 1805 1889 1573 0 0 1618 0 0 Q Serve(g_s), s 0.9 9.6 9.6 7.9 22.0 22.1 4.5 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.9 9.6 9.6 7.9 22.0 22.1 7.1 0.0 0.0 0.4 0.0 0.0 Prop In Lane 1.00 0.12 1.00 0.03 0.26 0.74 0.46 0.54 Lane Grp Cap(c), veh/h 53 795 818 285 1026 1074 320 0 0 339 0 0 V/C Ratio(X) 0.50 0.49 0.49 0.82 0.79 0.79 0.59 0.00 0.00 0.04 0.00 0.00 Avail Cap(c_a), veh/h 147 975 1004 506 1334 1396 886 0 0 864 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 30.1 12.6 12.6 25.7 10.6 10.6 25.3 0.0 0.0 22.5 0.0 0.0 Incr Delay (d2), s/veh 2.7 0.5 0.5 2.3 2.4 2.4 1.7 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 3.1 3.2 3.1 6.2 6.5 2.7 0.0 0.0 0.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.8 13.0 13.0 28.0 13.0 13.0 27.0 0.0 0.0 22.5 0.0 0.0 LnGrp LOS C B B C B B C A A C A A Approach Vol, veh/h 813 1889 188 13 Approach Delay, s/veh 13.6 14.9 27.0 22.5 Approach LOS B B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.5 33.9 14.5 6.4 42.0 14.5 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 17.6 34.0 33.0 5.1 46.5 33.0 Max Q Clear Time (g_c+I1), s 9.9 11.6 2.4 2.9 24.1 9.1 Green Ext Time (p_c), s 0.2 4.3 0.0 0.0 11.7 1.2 Intersection Summary HCM 6th Ctrl Delay 15.3 HCM 6th LOS B 5.3-2 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 156 403 139 237 798 154 560 135 640 Future Volume (vph) 156 403 139 237 798 154 560 135 640 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 163874 Permitted Phases 2 Detector Phase 522163874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 9.6 34.4 9.6 34.4 Total Split (s)21.0 49.0 49.0 20.0 48.0 21.0 39.6 21.4 40.0 Total Split (%)16.2% 37.7% 37.7% 15.4% 36.9% 16.2% 30.5% 16.5% 30.8% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)14.0 37.4 37.4 12.6 36.0 13.9 31.9 13.1 31.1 Actuated g/C Ratio 0.12 0.32 0.32 0.11 0.31 0.12 0.28 0.11 0.27 v/c Ratio 0.75 0.36 0.24 0.66 0.83 0.75 0.67 0.70 0.85 Control Delay 73.7 31.9 5.8 60.7 45.2 73.4 42.2 70.5 50.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.7 31.9 5.8 60.7 45.2 73.4 42.2 70.5 50.1 LOS ECAEDEDED Approach Delay 36.1 48.5 48.4 53.1 Approach LOS D D D D Intersection Summary Cycle Length: 130 Actuated Cycle Length: 116 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 47.2 Intersection LOS: D Intersection Capacity Utilization 80.6%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 5.3-3 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 156 403 139 237 798 80 154 560 65 135 640 130 Future Volume (veh/h) 156 403 139 237 798 80 154 560 65 135 640 130 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 164 424 62 249 840 53 162 589 51 142 674 126 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 198 1138 508 325 1030 65 196 947 82 175 820 153 Arrive On Green 0.11 0.32 0.32 0.09 0.30 0.30 0.11 0.28 0.28 0.10 0.27 0.27 Sat Flow, veh/h 1810 3610 1610 3510 3448 218 1810 3362 291 1810 3036 567 Grp Volume(v), veh/h 164 424 62 249 440 453 162 316 324 142 400 400 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1755 1805 1861 1810 1805 1848 1810 1805 1798 Q Serve(g_s), s 8.5 8.7 2.6 6.6 21.6 21.6 8.4 14.5 14.6 7.3 19.9 19.9 Cycle Q Clear(g_c), s 8.5 8.7 2.6 6.6 21.6 21.6 8.4 14.5 14.6 7.3 19.9 19.9 Prop In Lane 1.00 1.00 1.00 0.12 1.00 0.16 1.00 0.32 Lane Grp Cap(c), veh/h 198 1138 508 325 539 556 196 508 520 175 487 485 V/C Ratio(X) 0.83 0.37 0.12 0.77 0.82 0.82 0.83 0.62 0.62 0.81 0.82 0.82 Avail Cap(c_a), veh/h 311 1634 729 566 798 823 311 647 662 319 654 652 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.6 25.3 23.3 42.3 31.0 31.0 41.7 29.9 29.9 42.3 32.7 32.7 Incr Delay (d2), s/veh 5.4 0.2 0.1 1.4 4.2 4.0 4.9 1.2 1.2 3.4 6.2 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.5 1.0 2.8 9.4 9.6 3.9 6.2 6.3 3.3 9.1 9.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.0 25.5 23.4 43.7 35.2 35.1 46.6 31.1 31.1 45.7 38.9 39.0 LnGrp LOS DCCDDDDCCDDD Approach Vol, veh/h 650 1142 802 942 Approach Delay, s/veh 30.8 37.0 34.2 40.0 Approach LOS CDCD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.4 35.9 14.9 31.2 15.0 34.3 13.8 32.3 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 15.4 43.2 16.4 34.6 16.4 42.2 16.8 34.2 Max Q Clear Time (g_c+I1), s 8.6 10.7 10.4 21.9 10.5 23.6 9.3 16.6 Green Ext Time (p_c), s 0.2 2.9 0.1 3.9 0.1 5.0 0.1 3.4 Intersection Summary HCM 6th Ctrl Delay 36.0 HCM 6th LOS D 5.3-4 Timings Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)8 1272 118 827 54 0 22 0 Future Volume (vph)8 1272 118 827 54 0 22 0 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 37.6 37.6 37.6 37.6 Total Split (s)9.6 40.6 11.8 42.8 37.6 37.6 37.6 37.6 Total Split (%)10.7% 45.1% 13.1% 47.6% 41.8% 41.8% 41.8% 41.8% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)5.1 34.9 7.3 45.3 13.9 13.9 Actuated g/C Ratio 0.07 0.49 0.10 0.63 0.19 0.19 v/c Ratio 0.07 0.83 0.70 0.40 0.49 0.13 Control Delay 36.2 23.3 55.4 9.6 12.4 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.2 23.3 55.4 9.6 12.4 1.4 LOS D C E A B A Approach Delay 23.3 15.3 12.4 1.4 Approach LOS C B B A Intersection Summary Cycle Length: 90 Actuated Cycle Length: 71.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 19.1 Intersection LOS: B Intersection Capacity Utilization 68.6%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 6: Beech Av. & Foothill Bl. (SR-66) 5.3-5 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8 1272 67 118 827 6 54 0 131 22 0 21 Future Volume (veh/h) 8 1272 67 118 827 6 54 0 131 22 0 21 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 9 1383 73 128 899 7 59 0 142 24 0 23 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %000000000000 Cap, veh/h 21 1692 89 164 2072 16 136 19 188 198 28 129 Arrive On Green 0.01 0.49 0.49 0.09 0.56 0.56 0.17 0.00 0.17 0.17 0.00 0.17 Sat Flow, veh/h 1810 3487 184 1810 3671 29 350 113 1115 637 164 768 Grp Volume(v), veh/h 9 714 742 128 442 464 201 0 0 47 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1866 1810 1805 1895 1578 0 0 1569 0 0 Q Serve(g_s), s 0.3 20.3 20.5 4.2 8.5 8.5 4.9 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.3 20.3 20.5 4.2 8.5 8.5 7.2 0.0 0.0 1.4 0.0 0.0 Prop In Lane 1.00 0.10 1.00 0.02 0.29 0.71 0.51 0.49 Lane Grp Cap(c), veh/h 21 876 906 164 1019 1069 343 0 0 355 0 0 V/C Ratio(X) 0.43 0.82 0.82 0.78 0.43 0.43 0.59 0.00 0.00 0.13 0.00 0.00 Avail Cap(c_a), veh/h 150 1031 1065 216 1096 1151 929 0 0 891 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 29.6 13.2 13.2 26.8 7.6 7.6 23.8 0.0 0.0 21.4 0.0 0.0 Incr Delay (d2), s/veh 5.1 4.5 4.5 8.9 0.3 0.3 1.6 0.0 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 6.8 7.1 2.0 2.1 2.2 2.7 0.0 0.0 0.6 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 17.7 17.7 35.7 7.9 7.9 25.4 0.0 0.0 21.6 0.0 0.0 LnGrp LOS C B B D A A C A A C A A Approach Vol, veh/h 1465 1034 201 47 Approach Delay, s/veh 17.8 11.3 25.4 21.6 Approach LOS B B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.1 35.4 14.8 5.3 40.2 14.8 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 7.2 34.4 33.0 5.0 36.6 33.0 Max Q Clear Time (g_c+I1), s 6.2 22.5 3.4 2.3 10.5 9.2 Green Ext Time (p_c), s 0.0 6.8 0.2 0.0 5.3 1.3 Intersection Summary HCM 6th Ctrl Delay 16.0 HCM 6th LOS B 5.3-6 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 279 876 176 283 603 171 669 128 520 Future Volume (vph) 279 876 176 283 603 171 669 128 520 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 163874 Permitted Phases 2 Detector Phase 522163874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 9.6 34.4 9.6 34.4 Total Split (s)31.2 52.9 52.9 19.0 40.7 22.0 40.0 18.1 36.1 Total Split (%)24.0% 40.7% 40.7% 14.6% 31.3% 16.9% 30.8% 13.9% 27.8% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)22.3 38.9 38.9 13.1 29.6 14.9 31.4 11.8 28.3 Actuated g/C Ratio 0.19 0.34 0.34 0.11 0.25 0.13 0.27 0.10 0.24 v/c Ratio 0.84 0.76 0.28 0.75 0.82 0.77 0.85 0.73 0.72 Control Delay 68.2 39.2 5.1 64.7 48.9 73.5 50.4 76.1 46.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.2 39.2 5.1 64.7 48.9 73.5 50.4 76.1 46.2 LOS EDAEDEDED Approach Delay 40.8 53.4 54.5 51.5 Approach LOS D D D D Intersection Summary Cycle Length: 130 Actuated Cycle Length: 116.1 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 49.1 Intersection LOS: D Intersection Capacity Utilization 82.1%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 5.3-7 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 EAP (2024) - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 279 876 176 283 603 111 171 669 122 128 520 82 Future Volume (veh/h) 279 876 176 283 603 111 171 669 122 128 520 82 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 291 912 103 295 628 81 178 697 116 133 542 79 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 327 1151 513 370 783 101 212 844 140 164 778 113 Arrive On Green 0.18 0.32 0.32 0.11 0.24 0.24 0.12 0.27 0.27 0.09 0.25 0.25 Sat Flow, veh/h 1810 3610 1610 3510 3216 414 1810 3097 515 1810 3163 459 Grp Volume(v), veh/h 291 912 103 295 352 357 178 406 407 133 309 312 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1755 1805 1825 1810 1805 1807 1810 1805 1817 Q Serve(g_s), s 15.1 22.1 4.5 7.9 17.6 17.7 9.2 20.3 20.3 6.9 14.9 15.0 Cycle Q Clear(g_c), s 15.1 22.1 4.5 7.9 17.6 17.7 9.2 20.3 20.3 6.9 14.9 15.0 Prop In Lane 1.00 1.00 1.00 0.23 1.00 0.28 1.00 0.25 Lane Grp Cap(c), veh/h 327 1151 513 370 439 444 212 492 492 164 444 447 V/C Ratio(X) 0.89 0.79 0.20 0.80 0.80 0.80 0.84 0.83 0.83 0.81 0.69 0.70 Avail Cap(c_a), veh/h 501 1771 790 527 656 664 328 651 651 254 577 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.4 29.8 23.8 41.9 34.1 34.2 41.5 32.8 32.8 42.8 32.9 32.9 Incr Delay (d2), s/veh 8.6 1.4 0.2 3.5 4.3 4.4 6.4 6.6 6.6 5.3 2.4 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 9.1 1.7 3.5 7.8 7.9 4.4 9.3 9.3 3.2 6.5 6.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.0 31.2 24.0 45.5 38.4 38.5 47.9 39.3 39.4 48.1 35.4 35.5 LnGrp LOS DCCDDDDDDDDD Approach Vol, veh/h 1306 1004 991 754 Approach Delay, s/veh 34.2 40.5 40.9 37.7 Approach LOS CDDD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.7 36.4 15.9 29.0 22.0 29.2 13.3 31.6 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 14.4 47.1 17.4 30.7 26.6 34.9 13.5 34.6 Max Q Clear Time (g_c+I1), s 9.9 24.1 11.2 17.0 17.1 19.7 8.9 22.3 Green Ext Time (p_c), s 0.2 6.5 0.1 3.0 0.3 3.5 0.1 3.9 Intersection Summary HCM 6th Ctrl Delay 38.0 HCM 6th LOS D 5.3-8 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 6.1: OPENING YEAR CUMULATIVE (2024) WITHOUT PROJECT CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 217 551 136 277 1104 164 178 477 159 225 802 131 Future Volume (vph) 217 551 136 277 1104 164 178 477 159 225 802 131 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s)12.0 45.5 45.5 12.0 45.5 16.0 16.0 46.5 46.5 16.0 46.5 12.0 Total Split (%)10.0% 37.9% 37.9% 10.0% 37.9% 13.3% 13.3% 38.8% 38.8% 13.3% 38.8% 10.0% Yellow Time (s)3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s)7.5 31.3 31.3 7.5 31.6 44.8 11.6 25.6 25.6 11.6 25.6 34.4 Actuated g/C Ratio 0.08 0.32 0.32 0.08 0.32 0.46 0.12 0.26 0.26 0.12 0.26 0.35 v/c Ratio 0.92 0.38 0.25 1.17 0.75 0.24 0.95 0.40 0.33 1.20 0.67 0.25 Control Delay 85.5 26.9 5.5 151.7 33.2 7.3 95.9 30.8 6.0 166.2 35.1 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 85.5 26.9 5.5 151.7 33.2 7.3 95.9 30.8 6.0 166.2 35.1 11.6 LOS FCAFCAFCAFDB Approach Delay 37.8 51.7 40.1 57.9 Approach LOS D D D E Intersection Summary Cycle Length: 120 Actuated Cycle Length: 97.9 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay: 48.4 Intersection LOS: D Intersection Capacity Utilization 71.8%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) 6.1-1 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 217 551 136 277 1104 164 178 477 159 225 802 131 Future Volume (veh/h) 217 551 136 277 1104 164 178 477 159 225 802 131 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 247 626 80 315 1255 141 202 542 115 256 911 66 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 274 1683 520 274 1683 715 218 1297 396 218 1297 528 Arrive On Green 0.08 0.32 0.32 0.08 0.32 0.32 0.12 0.25 0.25 0.12 0.25 0.25 Sat Flow, veh/h 3510 5187 1603 3510 5187 1607 1810 5187 1584 1810 5187 1608 Grp Volume(v), veh/h 247 626 80 315 1255 141 202 542 115 256 911 66 Grp Sat Flow(s),veh/h/ln 1755 1729 1603 1755 1729 1607 1810 1729 1584 1810 1729 1608 Q Serve(g_s), s 6.6 8.8 3.4 7.4 20.4 5.1 10.5 8.3 5.6 11.4 15.1 2.7 Cycle Q Clear(g_c), s 6.6 8.8 3.4 7.4 20.4 5.1 10.5 8.3 5.6 11.4 15.1 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 274 1683 520 274 1683 715 218 1297 396 218 1297 528 V/C Ratio(X) 0.90 0.37 0.15 1.15 0.75 0.20 0.93 0.42 0.29 1.18 0.70 0.13 Avail Cap(c_a), veh/h 274 2136 660 274 2153 861 218 2229 681 218 2229 817 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.3 24.6 22.7 43.6 28.5 16.0 41.2 29.7 28.7 41.6 32.3 22.3 Incr Delay (d2), s/veh 29.3 0.1 0.1 100.5 1.1 0.1 40.7 0.2 0.4 116.4 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.4 1.2 6.9 8.0 1.7 6.9 3.3 2.0 11.9 6.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.6 24.7 22.9 144.1 29.6 16.1 81.9 30.0 29.1 158.0 33.0 22.4 LnGrp LOS E C C F C B F C C F C C Approach Vol, veh/h 953 1711 859 1233 Approach Delay, s/veh 37.0 49.6 42.1 58.4 Approach LOS D D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 29.5 12.0 37.2 16.0 29.5 12.0 37.2 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 11.4 40.7 7.4 39.0 11.4 40.7 7.4 * 39 Max Q Clear Time (g_c+I1), s 13.4 10.3 9.4 10.8 12.5 17.1 8.6 22.4 Green Ext Time (p_c), s 0.0 4.0 0.0 4.4 0.0 6.3 0.0 8.1 Intersection Summary HCM 6th Ctrl Delay 48.0 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-2 Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 164 687 62 1279 45 33 10 6 Future Volume (vph) 164 687 62 1279 45 33 10 6 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)11.0 30.4 11.0 30.4 38.6 38.6 38.6 38.6 Total Split (%)13.8% 38.0% 13.8% 38.0% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)6.6 28.8 6.1 23.9 13.8 13.8 13.8 13.8 Actuated g/C Ratio 0.11 0.48 0.10 0.40 0.23 0.23 0.23 0.23 v/c Ratio 0.94 0.33 0.38 0.71 0.19 0.15 0.04 0.35 Control Delay 83.4 12.7 34.6 19.3 19.3 11.9 16.4 5.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.4 12.7 34.6 19.3 19.3 11.9 16.4 5.6 LOS FBCBBBBA Approach Delay 25.8 20.0 15.1 6.2 Approach LOS C C B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 60.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 68.9%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) 6.1-3 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 164 687 35 62 1279 18 45 33 25 10 6 152 Future Volume (veh/h) 164 687 35 62 1279 18 45 33 25 10 6 152 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 184 772 39 70 1437 20 51 37 28 11 7 171 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %000000000000 Cap, veh/h 227 2296 116 112 2056 29 241 183 139 347 12 284 Arrive On Green 0.13 0.45 0.45 0.06 0.39 0.39 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 5057 255 1810 5271 73 1225 1004 760 1358 64 1556 Grp Volume(v), veh/h 184 527 284 70 943 514 51 0 65 11 0 178 Grp Sat Flow(s),veh/h/ln 1810 1729 1854 1810 1729 1887 1225 0 1763 1358 0 1620 Q Serve(g_s), s 5.0 5.0 5.0 1.9 11.7 11.7 2.0 0.0 1.6 0.4 0.0 5.1 Cycle Q Clear(g_c), s 5.0 5.0 5.0 1.9 11.7 11.7 7.2 0.0 1.6 1.9 0.0 5.1 Prop In Lane 1.00 0.14 1.00 0.04 1.00 0.43 1.00 0.96 Lane Grp Cap(c), veh/h 227 1570 842 112 1349 736 241 0 322 347 0 296 V/C Ratio(X) 0.81 0.34 0.34 0.63 0.70 0.70 0.21 0.00 0.20 0.03 0.00 0.60 Avail Cap(c_a), veh/h 227 1640 880 227 1640 895 834 0 1175 1004 0 1080 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.7 9.0 9.0 23.4 13.0 13.0 22.4 0.0 17.7 18.5 0.0 19.1 Incr Delay (d2), s/veh 18.2 0.1 0.2 2.2 1.0 1.9 0.4 0.0 0.3 0.0 0.0 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 1.3 1.5 0.8 3.5 4.0 0.6 0.0 0.6 0.1 0.0 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.9 9.1 9.2 25.5 14.1 14.9 22.9 0.0 18.0 18.6 0.0 21.1 LnGrp LOS D A A C B B C ABBAC Approach Vol, veh/h 995 1527 116 189 Approach Delay, s/veh 14.8 14.9 20.1 21.0 Approach LOS B B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.7 29.4 13.9 11.0 26.1 13.9 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.4 24.2 34.0 6.4 24.2 34.0 Max Q Clear Time (g_c+I1), s 3.9 7.0 7.1 7.0 13.7 9.2 Green Ext Time (p_c), s 0.0 4.4 1.2 0.0 6.2 0.5 Intersection Summary HCM 6th Ctrl Delay 15.5 HCM 6th LOS B 6.1-4 Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)31 626 10 54 1400 24 16 72 3 Future Volume (vph)31 626 10 54 1400 24 16 72 3 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)9.6 39.9 39.9 11.5 41.8 38.6 38.6 38.6 38.6 Total Split (%)10.7% 44.3% 44.3% 12.8% 46.4% 42.9% 42.9% 42.9% 42.9% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.3 36.7 36.7 6.5 39.8 14.2 14.2 14.2 14.2 Actuated g/C Ratio 0.08 0.59 0.59 0.10 0.64 0.23 0.23 0.23 0.23 v/c Ratio 0.23 0.35 0.01 0.34 0.78 0.09 0.25 0.29 0.06 Control Delay 37.3 12.6 0.0 37.0 18.6 20.9 8.4 24.1 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 12.6 0.0 37.0 18.6 20.9 8.4 24.1 10.6 LOS DBADBCACB Approach Delay 13.5 19.2 10.9 21.0 Approach LOS B B B C Intersection Summary Cycle Length: 90 Actuated Cycle Length: 62.4 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 17.3 Intersection LOS: B Intersection Capacity Utilization 64.5%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) 6.1-5 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 626 10 54 1400 116 24 16 78 72 3 18 Future Volume (veh/h) 31 626 10 54 1400 116 24 16 78 72 3 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 36 736 12 64 1647 120 28 19 26 85 4 6 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %000000000000 Cap, veh/h 68 1977 863 100 1926 139 307 98 134 277 92 138 Arrive On Green 0.04 0.55 0.55 0.06 0.56 0.56 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1810 3610 1575 1810 3409 246 1427 727 994 1383 686 1029 Grp Volume(v), veh/h 36 736 12 64 865 902 28 0 45 85 0 10 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1850 1427 0 1721 1383 0 1715 Q Serve(g_s), s 1.1 6.8 0.2 2.0 23.4 24.3 1.0 0.0 1.4 3.4 0.0 0.3 Cycle Q Clear(g_c), s 1.1 6.8 0.2 2.0 23.4 24.3 1.3 0.0 1.4 4.8 0.0 0.3 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.58 1.00 0.60 Lane Grp Cap(c), veh/h 68 1977 863 100 1020 1045 307 0 231 277 0 230 V/C Ratio(X) 0.53 0.37 0.01 0.64 0.85 0.86 0.09 0.00 0.19 0.31 0.00 0.04 Avail Cap(c_a), veh/h 154 2077 906 213 1097 1124 944 0 999 893 0 995 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.7 7.5 6.0 27.1 10.6 10.8 22.7 0.0 22.5 24.7 0.0 22.1 Incr Delay (d2), s/veh 2.3 0.1 0.0 2.5 6.1 6.8 0.1 0.0 0.4 0.6 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.7 0.0 0.8 7.2 7.8 0.3 0.0 0.6 1.1 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.0 7.6 6.0 29.6 16.7 17.6 22.8 0.0 22.9 25.3 0.0 22.2 LnGrp LOS C A A C B B C A C C A C Approach Vol, veh/h 784 1831 73 95 Approach Delay, s/veh 8.6 17.6 22.9 25.0 Approach LOS A B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 38.3 12.5 6.8 39.3 12.5 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.9 33.7 34.0 5.0 35.6 34.0 Max Q Clear Time (g_c+I1), s 4.0 8.8 6.8 3.1 26.3 3.4 Green Ext Time (p_c), s 0.0 4.7 0.3 0.0 6.8 0.3 Intersection Summary HCM 6th Ctrl Delay 15.5 HCM 6th LOS B 6.1-6 HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 741 43 206 1563 0 42 0 123 0 0 0 Future Vol, veh/h 0 741 43 206 1563 0 42 0 123 0 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 -------- Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 842 49 234 1776 0 48 0 140 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All - 0 0 891 0 0 2223 3111 446 Stage 1 ------867867- Stage 2 ------1356 2244 - Critical Hdwy - - - 4.1 - - 6.8 6.5 6.9 Critical Hdwy Stg 1 ------5.85.5- Critical Hdwy Stg 2 ------5.85.5- Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 769 - 0 ~ 38 12 565 Stage 1 0 ----0377373- Stage 2 0 ----020879- Platoon blocked, %- -- Mov Cap-1 Maneuver - - - 769 - - ~ 26 0 565 Mov Cap-2 Maneuver ------1050- Stage 1 ------3770- Stage 2 ------1450- Approach EB WB NB HCM Control Delay, s 0 1.4 45 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)267 - - 769 - HCM Lane V/C Ratio 0.702 - - 0.304 - HCM Control Delay (s) 45 - - 11.7 - HCM Lane LOS E - - B - HCM 95th %tile Q(veh) 4.8 - - 1.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 6.1-7 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 178 639 30 17 1302 30 10 47 44 43 Future Volume (vph) 178 639 30 17 1302 30 10 47 44 43 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s)14.6 42.0 42.0 9.6 37.0 37.0 38.4 38.4 38.4 38.4 Total Split (%)16.2% 46.7% 46.7% 10.7% 41.1% 41.1% 42.7% 42.7% 42.7% 42.7% Yellow Time (s)3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)10.0 41.9 41.9 5.0 31.3 31.3 27.0 29.2 Actuated g/C Ratio 0.12 0.48 0.48 0.06 0.36 0.36 0.31 0.34 v/c Ratio 0.96 0.41 0.04 0.18 1.12 0.05 0.14 0.93 Control Delay 93.7 17.0 0.1 44.7 93.0 0.1 17.2 42.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 93.7 17.0 0.1 44.7 93.0 0.1 17.2 42.6 LOS FBADFA B D Approach Delay 32.5 90.3 17.2 42.6 Approach LOS C F B D Intersection Summary Cycle Length: 90 Actuated Cycle Length: 86.4 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 61.9 Intersection LOS: E Intersection Capacity Utilization 97.5%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) 6.1-8 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 178 639 30 17 1302 30 10 47 12 44 43 456 Future Volume (veh/h) 178 639 30 17 1302 30 10 47 12 44 43 456 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 200 718 24 19 1463 31 11 53 5 49 48 259 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %000000000000 Cap, veh/h 234 1841 804 39 1454 648 93 383 33 92 75 304 Arrive On Green 0.13 0.51 0.51 0.02 0.40 0.40 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 1810 3610 1576 1810 3610 1610 150 1477 127 150 288 1171 Grp Volume(v), veh/h 200 718 24 19 1463 31 69 0 0 356 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1576 1810 1805 1610 1755 0 0 1610 0 0 Q Serve(g_s), s 8.4 9.4 0.6 0.8 31.2 0.9 0.0 0.0 0.0 10.0 0.0 0.0 Cycle Q Clear(g_c), s 8.4 9.4 0.6 0.8 31.2 0.9 2.2 0.0 0.0 16.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.16 0.07 0.14 0.73 Lane Grp Cap(c), veh/h 234 1841 804 39 1454 648 509 0 0 470 0 0 V/C Ratio(X) 0.86 0.39 0.03 0.48 1.01 0.05 0.14 0.00 0.00 0.76 0.00 0.00 Avail Cap(c_a), veh/h 234 1841 804 117 1454 648 789 0 0 735 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 33.0 11.6 9.4 37.5 23.1 14.1 22.1 0.0 0.0 27.2 0.0 0.0 Incr Delay (d2), s/veh 24.5 0.1 0.0 3.4 25.2 0.0 0.1 0.0 0.0 2.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 3.1 0.2 0.4 16.4 0.3 0.9 0.0 0.0 6.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.5 11.7 9.5 40.9 48.3 14.1 22.2 0.0 0.0 29.7 0.0 0.0 LnGrp LOS E B A D F B C A A C A A Approach Vol, veh/h 942 1513 69 356 Approach Delay, s/veh 21.4 47.5 22.2 29.7 Approach LOS CDCC Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.3 45.7 25.5 14.6 37.4 25.5 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 35.8 33.0 10.0 * 31 33.0 Max Q Clear Time (g_c+I1), s 2.8 11.4 18.2 10.4 33.2 4.2 Green Ext Time (p_c), s 0.0 4.6 1.9 0.0 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 36.2 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-9 Timings Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)27 509 44 887 58 28 24 60 27 Future Volume (vph)27 509 44 887 58 28 24 60 27 Turn Type Prot NA Prot NA Perm Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 6 8 4 Detector Phase 521668844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (%)12.8% 37.1% 12.8% 37.1% 37.1% 50.1% 50.1% 50.1% 50.1% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.3 18.9 5.3 21.0 21.0 13.8 13.8 Actuated g/C Ratio 0.11 0.40 0.11 0.45 0.45 0.29 0.29 v/c Ratio 0.15 0.29 0.25 0.63 0.09 0.18 0.40 Control Delay 26.6 12.3 27.6 15.7 3.2 10.6 10.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.6 12.3 27.6 15.7 3.2 10.6 10.3 LOS CBCBA B B Approach Delay 13.0 15.5 10.6 10.3 Approach LOS B B B B Intersection Summary Cycle Length: 75 Actuated Cycle Length: 47.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 14.0 Intersection LOS: B Intersection Capacity Utilization 54.3%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Almeria Av. & Foothill Bl. (SR-66) 6.1-10 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 509 25 44 887 58 28 24 21 60 27 96 Future Volume (veh/h) 27 509 25 44 887 58 28 24 21 60 27 96 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 31 578 28 50 1008 66 32 27 24 68 31 109 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 65 1910 92 95 1419 633 212 165 105 195 83 182 Arrive On Green 0.04 0.38 0.38 0.05 0.39 0.39 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1810 5070 244 1810 3610 1610 433 765 488 380 384 840 Grp Volume(v), veh/h 31 393 213 50 1008 66 83 0 0 208 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1856 1810 1805 1610 1686 0 0 1604 0 0 Q Serve(g_s), s 0.7 3.4 3.4 1.1 9.9 1.1 0.0 0.0 0.0 2.5 0.0 0.0 Cycle Q Clear(g_c), s 0.7 3.4 3.4 1.1 9.9 1.1 1.6 0.0 0.0 4.8 0.0 0.0 Prop In Lane 1.00 0.13 1.00 1.00 0.39 0.29 0.33 0.52 Lane Grp Cap(c), veh/h 65 1303 699 95 1419 633 482 0 0 459 0 0 V/C Ratio(X) 0.47 0.30 0.30 0.53 0.71 0.10 0.17 0.00 0.00 0.45 0.00 0.00 Avail Cap(c_a), veh/h 214 1799 966 214 1878 838 1344 0 0 1339 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 20.0 9.3 9.3 19.5 10.8 8.1 13.6 0.0 0.0 14.8 0.0 0.0 Incr Delay (d2), s/veh 2.0 0.1 0.2 1.7 0.8 0.1 0.2 0.0 0.0 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.9 1.0 0.4 2.7 0.3 0.6 0.0 0.0 1.6 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.0 9.4 9.5 21.2 11.6 8.2 13.8 0.0 0.0 15.5 0.0 0.0 LnGrp LOS C A A C BABAABAA Approach Vol, veh/h 637 1124 83 208 Approach Delay, s/veh 10.0 11.9 13.8 15.5 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.8 21.7 13.7 6.1 22.4 13.7 Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6 Max Green Setting (Gmax), s 5.0 22.0 33.0 5.0 22.0 33.0 Max Q Clear Time (g_c+I1), s 3.1 5.4 6.8 2.7 11.9 3.6 Green Ext Time (p_c), s 0.0 3.2 1.3 0.0 4.7 0.5 Intersection Summary HCM 6th Ctrl Delay 11.7 HCM 6th LOS B 6.1-11 Timings Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)13 580 16 828 43 37 17 24 Future Volume (vph)13 580 16 828 43 37 17 24 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 37.6 37.6 38.2 38.2 Total Split (s)10.0 31.8 10.0 31.8 38.2 38.2 38.2 38.2 Total Split (%)12.5% 39.8% 12.5% 39.8% 47.8% 47.8% 47.8% 47.8% Yellow Time (s)3.6 4.8 3.6 4.8 3.6 3.6 4.2 4.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 4.6 4.6 5.2 5.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)7.0 22.6 7.0 22.6 16.3 16.3 16.0 16.0 Actuated g/C Ratio 0.19 0.62 0.19 0.62 0.45 0.45 0.44 0.44 v/c Ratio 0.04 0.20 0.05 0.29 0.08 0.10 0.03 0.10 Control Delay 24.4 9.4 24.2 9.9 11.2 7.3 11.7 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.4 9.4 24.2 9.9 11.2 7.3 11.7 6.4 LOS CACABABA Approach Delay 9.8 10.1 8.7 7.4 Approach LOS ABAA Intersection Summary Cycle Length: 80 Actuated Cycle Length: 36.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 34.2%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Tokay Av. & Foothill Bl. (SR-66) 6.1-12 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 580 19 16 828 24 43 37 35 17 24 48 Future Volume (veh/h) 13 580 19 16 828 24 43 37 35 17 24 48 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 14 624 20 17 890 26 46 40 38 18 26 52 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 33 1752 56 39 1776 52 418 178 169 420 112 225 Arrive On Green 0.02 0.34 0.34 0.02 0.34 0.34 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 5163 165 1810 5180 151 1342 896 851 1342 565 1131 Grp Volume(v), veh/h 14 417 227 17 594 322 46 0 78 18 0 78 Grp Sat Flow(s),veh/h/ln 1810 1729 1870 1810 1729 1873 1342 0 1747 1342 0 1696 Q Serve(g_s), s 0.3 3.2 3.2 0.3 4.8 4.8 1.1 0.0 1.3 0.4 0.0 1.4 Cycle Q Clear(g_c), s 0.3 3.2 3.2 0.3 4.8 4.8 2.4 0.0 1.3 1.7 0.0 1.4 Prop In Lane 1.00 0.09 1.00 0.08 1.00 0.49 1.00 0.67 Lane Grp Cap(c), veh/h 33 1173 634 39 1185 642 418 0 347 420 0 337 V/C Ratio(X) 0.43 0.36 0.36 0.43 0.50 0.50 0.11 0.00 0.22 0.04 0.00 0.23 Avail Cap(c_a), veh/h 276 2537 1372 276 2537 1374 1423 0 1656 1402 0 1579 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.2 8.8 8.8 17.1 9.2 9.2 12.9 0.0 11.9 12.6 0.0 11.9 Incr Delay (d2), s/veh 3.2 0.2 0.3 2.8 0.3 0.6 0.1 0.0 0.3 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.7 0.8 0.1 1.1 1.2 0.3 0.0 0.5 0.1 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.4 9.0 9.1 19.9 9.6 9.9 13.1 0.0 12.2 12.7 0.0 12.3 LnGrp LOS C AABAABABBAB Approach Vol, veh/h 658 933 124 96 Approach Delay, s/veh 9.3 9.9 12.5 12.3 Approach LOS AABB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.4 17.8 12.3 5.2 18.0 12.3 Change Period (Y+Rc), s 4.6 5.8 5.2 4.6 5.8 * 5.2 Max Green Setting (Gmax), s 5.4 26.0 33.0 5.4 26.0 * 34 Max Q Clear Time (g_c+I1), s 2.3 5.2 3.7 2.3 6.8 4.4 Green Ext Time (p_c), s 0.0 3.6 0.4 0.0 5.3 0.6 Intersection Summary HCM 6th Ctrl Delay 10.0 HCM 6th LOS A Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-13 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 181 512 164 247 879 91 154 561 140 642 Future Volume (vph) 181 512 164 247 879 91 154 561 140 642 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Protected Phases 5 2 1 6 3874 Permitted Phases 2 6 Detector Phase 5221663874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 27.8 9.6 34.4 9.6 34.4 Total Split (s)10.0 28.6 28.6 12.0 30.6 30.6 10.0 34.4 10.0 34.4 Total Split (%)11.8% 33.6% 33.6% 14.1% 36.0% 36.0% 11.8% 40.5% 11.8% 40.5% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)5.4 21.6 21.6 7.5 23.6 23.6 5.4 23.7 5.4 23.7 Actuated g/C Ratio 0.07 0.27 0.27 0.10 0.30 0.30 0.07 0.30 0.07 0.30 v/c Ratio 1.54 0.54 0.30 1.52 0.85 0.16 1.31 0.61 1.19 0.76 Control Delay 307.5 27.4 5.8 293.2 36.0 1.9 217.4 25.6 175.5 28.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 307.5 27.4 5.8 293.2 36.0 1.9 217.4 25.6 175.5 28.9 LOS FCAFDAFCFC Approach Delay 82.5 85.6 63.3 51.3 Approach LOS F F E D Intersection Summary Cycle Length: 85 Actuated Cycle Length: 78.7 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.54 Intersection Signal Delay: 71.9 Intersection LOS: E Intersection Capacity Utilization 81.8%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 6.1-14 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 181 512 164 247 879 91 154 561 68 140 642 133 Future Volume (veh/h) 181 512 164 247 879 91 154 561 68 140 642 133 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 191 539 89 260 925 65 162 591 55 147 676 129 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 130 989 441 179 1086 484 130 944 88 130 855 163 Arrive On Green 0.07 0.27 0.27 0.10 0.30 0.30 0.07 0.28 0.28 0.07 0.28 0.28 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 3339 310 1810 3025 577 Grp Volume(v), veh/h 191 539 89 260 925 65 162 319 327 147 403 402 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1805 1610 1810 1805 1844 1810 1805 1796 Q Serve(g_s), s 5.4 9.5 3.2 7.4 18.0 2.2 5.4 11.5 11.6 5.4 15.5 15.5 Cycle Q Clear(g_c), s 5.4 9.5 3.2 7.4 18.0 2.2 5.4 11.5 11.6 5.4 15.5 15.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.17 1.00 0.32 Lane Grp Cap(c), veh/h 130 989 441 179 1086 484 130 510 521 130 510 508 V/C Ratio(X) 1.46 0.54 0.20 1.45 0.85 0.13 1.24 0.63 0.63 1.13 0.79 0.79 Avail Cap(c_a), veh/h 130 1099 490 179 1195 533 130 699 714 130 699 695 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.7 23.2 20.9 33.7 24.6 19.1 34.7 23.4 23.4 34.7 24.8 24.8 Incr Delay (d2), s/veh 245.8 0.5 0.2 232.7 5.7 0.1 157.7 1.3 1.2 116.9 4.3 4.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.1 3.7 1.1 14.6 7.7 0.8 8.0 4.7 4.8 6.5 6.6 6.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 280.5 23.7 21.1 266.5 30.3 19.2 192.4 24.7 24.7 151.6 29.1 29.2 LnGrp LOS F C C F C B F C C F C C Approach Vol, veh/h 819 1250 808 952 Approach Delay, s/veh 83.3 78.8 58.3 48.0 Approach LOS F E E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.0 26.3 10.0 26.6 10.0 28.3 10.0 26.6 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 7.4 22.8 5.4 29.0 5.4 24.8 5.4 29.0 Max Q Clear Time (g_c+I1), s 9.4 11.5 7.4 17.5 7.4 20.0 7.4 13.6 Green Ext Time (p_c), s 0.0 2.7 0.0 3.7 0.0 2.5 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 67.8 HCM 6th LOS E 6.1-15 Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 279 1010 131 219 806 230 278 889 297 409 601 172 Future Volume (vph) 279 1010 131 219 806 230 278 889 297 409 601 172 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s)14.0 47.0 47.0 12.2 45.2 25.0 23.8 45.8 45.8 25.0 47.0 14.0 Total Split (%)10.8% 36.2% 36.2% 9.4% 34.8% 19.2% 18.3% 35.2% 35.2% 19.2% 36.2% 10.8% Yellow Time (s)3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s)9.5 29.9 29.9 7.7 28.4 50.7 19.5 28.4 28.4 20.7 29.6 40.3 Actuated g/C Ratio 0.09 0.28 0.28 0.07 0.26 0.47 0.18 0.26 0.26 0.19 0.27 0.37 v/c Ratio 0.93 0.72 0.25 0.90 0.61 0.30 0.88 0.67 0.58 1.21 0.43 0.28 Control Delay 87.0 38.9 6.5 88.0 37.4 12.8 73.0 38.7 23.1 158.6 33.8 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 87.0 38.9 6.5 88.0 37.4 12.8 73.0 38.7 23.1 158.6 33.8 14.3 LOS FDAFDBEDCFCB Approach Delay 45.4 41.7 42.1 74.1 Approach LOS D D D E Intersection Summary Cycle Length: 130 Actuated Cycle Length: 108.5 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.21 Intersection Signal Delay: 50.0 Intersection LOS: D Intersection Capacity Utilization 83.5%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) 6.1-16 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 279 1010 131 219 806 230 278 889 297 409 601 172 Future Volume (veh/h) 279 1010 131 219 806 230 278 889 297 409 601 172 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 285 1031 80 223 822 159 284 907 204 417 613 104 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 324 1395 428 262 1303 722 315 1272 389 362 1408 579 Arrive On Green 0.09 0.27 0.27 0.07 0.25 0.25 0.17 0.25 0.25 0.20 0.27 0.27 Sat Flow, veh/h 3510 5187 1590 3510 5187 1589 1810 5187 1588 1810 5187 1586 Grp Volume(v), veh/h 285 1031 80 223 822 159 284 907 204 417 613 104 Grp Sat Flow(s),veh/h/ln 1755 1729 1590 1755 1729 1589 1810 1729 1588 1810 1729 1586 Q Serve(g_s), s 8.2 18.5 3.9 6.4 14.4 6.2 15.7 16.3 11.3 20.4 9.9 4.5 Cycle Q Clear(g_c), s 8.2 18.5 3.9 6.4 14.4 6.2 15.7 16.3 11.3 20.4 9.9 4.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 324 1395 428 262 1303 722 315 1272 389 362 1408 579 V/C Ratio(X) 0.88 0.74 0.19 0.85 0.63 0.22 0.90 0.71 0.52 1.15 0.44 0.18 Avail Cap(c_a), veh/h 324 2062 632 262 1985 931 341 2036 623 362 2097 790 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.7 34.0 28.7 46.6 33.9 17.0 41.2 35.2 33.3 40.7 30.7 22.1 Incr Delay (d2), s/veh 22.4 0.8 0.2 21.7 0.5 0.2 23.7 0.8 1.1 95.0 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 7.5 1.5 3.5 5.8 2.1 8.7 6.6 4.3 18.2 4.0 1.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.1 34.8 28.9 68.2 34.4 17.2 64.9 35.9 34.4 135.8 30.9 22.2 LnGrp LOS E C C E C B E D C F C C Approach Vol, veh/h 1396 1204 1395 1134 Approach Delay, s/veh 41.2 38.4 41.6 68.7 Approach LOS D D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 25.0 30.8 12.2 33.9 22.3 33.4 14.0 32.1 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 20.4 40.0 7.6 40.5 19.2 41.2 9.4 * 39 Max Q Clear Time (g_c+I1), s 22.4 18.3 8.4 20.5 17.7 11.9 10.2 16.4 Green Ext Time (p_c), s 0.0 6.7 0.0 6.9 0.1 4.4 0.0 5.9 Intersection Summary HCM 6th Ctrl Delay 46.7 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-17 Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 197 1448 64 949 66 36 29 25 Future Volume (vph) 197 1448 64 949 66 36 29 25 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)10.8 31.4 10.0 30.6 38.6 38.6 38.6 38.6 Total Split (%)13.5% 39.3% 12.5% 38.3% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)6.5 25.7 5.5 19.8 13.9 13.9 13.9 13.9 Actuated g/C Ratio 0.12 0.46 0.10 0.35 0.25 0.25 0.25 0.25 v/c Ratio 0.97 0.66 0.37 0.54 0.27 0.19 0.09 0.41 Control Delay 89.5 16.6 35.6 16.6 20.5 10.0 17.3 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 89.5 16.6 35.6 16.6 20.5 10.0 17.3 6.5 LOS F B D B C A B A Approach Delay 25.0 17.7 14.5 7.7 Approach LOS C B B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 56.3 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 20.7 Intersection LOS: C Intersection Capacity Utilization 72.2%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) 6.1-18 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 197 1448 66 64 949 21 66 36 50 29 25 198 Future Volume (veh/h) 197 1448 66 64 949 21 66 36 50 29 25 198 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 201 1478 67 65 968 21 67 37 51 30 26 202 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 227 2133 97 108 1849 40 242 152 209 368 39 305 Arrive On Green 0.13 0.42 0.42 0.06 0.35 0.35 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1810 5086 231 1810 5224 113 1171 723 997 1330 187 1452 Grp Volume(v), veh/h 201 1005 540 65 640 349 67 0 88 30 0 228 Grp Sat Flow(s),veh/h/ln 1810 1729 1859 1810 1729 1880 1171 0 1721 1330 0 1639 Q Serve(g_s), s 5.4 11.8 11.8 1.7 7.3 7.3 2.8 0.0 2.1 1.0 0.0 6.3 Cycle Q Clear(g_c), s 5.4 11.8 11.8 1.7 7.3 7.3 9.1 0.0 2.1 3.1 0.0 6.3 Prop In Lane 1.00 0.12 1.00 0.06 1.00 0.58 1.00 0.89 Lane Grp Cap(c), veh/h 227 1450 779 108 1224 665 242 0 361 368 0 344 V/C Ratio(X) 0.89 0.69 0.69 0.60 0.52 0.52 0.28 0.00 0.24 0.08 0.00 0.66 Avail Cap(c_a), veh/h 227 1760 946 197 1704 926 800 0 1181 1002 0 1125 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.3 11.8 11.8 22.7 12.7 12.7 22.1 0.0 16.3 17.6 0.0 18.0 Incr Delay (d2), s/veh 30.8 0.9 1.7 2.0 0.3 0.6 0.6 0.0 0.3 0.1 0.0 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.3 3.7 0.7 2.1 2.4 0.7 0.0 0.8 0.3 0.0 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.1 12.7 13.5 24.7 13.0 13.3 22.7 0.0 16.6 17.7 0.0 20.1 LnGrp LOS D B B C B B C ABBAC Approach Vol, veh/h 1746 1054 155 258 Approach Delay, s/veh 17.5 13.9 19.3 19.9 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.6 27.0 15.0 10.8 23.7 15.0 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.4 25.2 34.0 6.2 24.4 34.0 Max Q Clear Time (g_c+I1), s 3.7 13.8 8.3 7.4 9.3 11.1 Green Ext Time (p_c), s 0.0 7.0 1.6 0.0 5.2 0.7 Intersection Summary HCM 6th Ctrl Delay 16.6 HCM 6th LOS B 6.1-19 Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)69 1278 33 53 787 23 10 193 15 Future Volume (vph)69 1278 33 53 787 23 10 193 15 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)10.3 31.8 31.8 9.6 31.1 38.6 38.6 38.6 38.6 Total Split (%)12.9% 39.8% 39.8% 12.0% 38.9% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.7 27.4 27.4 5.2 24.6 15.9 15.9 16.3 16.3 Actuated g/C Ratio 0.09 0.46 0.46 0.09 0.41 0.26 0.26 0.27 0.27 v/c Ratio 0.42 0.81 0.04 0.35 0.66 0.07 0.12 0.54 0.13 Control Delay 38.8 23.1 0.1 37.8 19.5 16.2 7.1 24.5 7.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.8 23.1 0.1 37.8 19.5 16.2 7.1 24.5 7.8 LOS D C A D B B A C A Approach Delay 23.4 20.5 9.8 20.5 Approach LOS C C A C Intersection Summary Cycle Length: 80 Actuated Cycle Length: 60.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 21.7 Intersection LOS: C Intersection Capacity Utilization 69.7%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) 6.1-20 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 69 1278 33 53 787 134 23 10 45 193 15 45 Future Volume (veh/h) 69 1278 33 53 787 134 23 10 45 193 15 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 72 1331 24 55 820 134 24 10 17 201 16 21 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 113 1622 708 96 1361 222 390 124 211 399 146 192 Arrive On Green 0.06 0.45 0.45 0.05 0.44 0.44 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 3610 1575 1810 3095 506 1393 632 1075 1405 745 978 Grp Volume(v), veh/h 72 1331 24 55 478 476 24 0 27 201 0 37 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1796 1393 0 1707 1405 0 1724 Q Serve(g_s), s 2.0 16.4 0.4 1.5 10.3 10.3 0.7 0.0 0.7 7.0 0.0 0.9 Cycle Q Clear(g_c), s 2.0 16.4 0.4 1.5 10.3 10.3 1.6 0.0 0.7 7.6 0.0 0.9 Prop In Lane 1.00 1.00 1.00 0.28 1.00 0.63 1.00 0.57 Lane Grp Cap(c), veh/h 113 1622 708 96 794 790 390 0 335 399 0 339 V/C Ratio(X) 0.64 0.82 0.03 0.57 0.60 0.60 0.06 0.00 0.08 0.50 0.00 0.11 Avail Cap(c_a), veh/h 202 1807 789 177 879 874 1042 0 1135 1057 0 1146 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.4 12.3 7.9 23.6 10.9 10.9 17.5 0.0 16.8 19.9 0.0 16.9 Incr Delay (d2), s/veh 2.2 2.9 0.0 2.0 1.0 1.0 0.1 0.0 0.1 1.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 4.9 0.1 0.6 2.9 2.9 0.2 0.0 0.2 2.2 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 25.6 15.2 7.9 25.7 11.9 11.9 17.6 0.0 16.9 20.9 0.0 17.0 LnGrp LOS C B A C BBBABCAB Approach Vol, veh/h 1427 1009 51 238 Approach Delay, s/veh 15.6 12.6 17.2 20.3 Approach LOS B B B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.3 29.2 14.6 7.8 28.7 14.6 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.0 25.6 34.0 5.7 24.9 34.0 Max Q Clear Time (g_c+I1), s 3.5 18.4 9.6 4.0 12.3 3.6 Green Ext Time (p_c), s 0.0 4.5 0.8 0.0 4.4 0.2 Intersection Summary HCM 6th Ctrl Delay 14.9 HCM 6th LOS B 6.1-21 HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Intersection Int Delay, s/veh 9.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1431 67 118 967 0 54 0 131 0 0 0 Future Vol, veh/h 0 1431 67 118 967 0 54 0 131 0 0 0 Conflicting Peds, #/hr 0 04000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 -------- Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 1555 73 128 1051 0 59 0 142 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All - 0 0 1632 0 0 2378 2903 818 Stage 1 ------1596 1596 - Stage 2 ------7821307 - Critical Hdwy - - - 4.1 - - 6.8 6.5 6.9 Critical Hdwy Stg 1 ------5.85.5- Critical Hdwy Stg 2 ------5.85.5- Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 403 - 0 ~ 30 16 323 Stage 1 0 ----0155168- Stage 2 0 ----0417232- Platoon blocked, %- -- Mov Cap-1 Maneuver - - - 401 - - ~ 20 0 322 Mov Cap-2 Maneuver ------990- Stage 1 ------1540- Stage 2 ------2840- Approach EB WB NB HCM Control Delay, s 0 2 125.2 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)194 - - 401 - HCM Lane V/C Ratio 1.037 - - 0.32 - HCM Control Delay (s) 125.2 - - 18.1 - HCM Lane LOS F - - C - HCM 95th %tile Q(veh) 9.1 - - 1.4 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 6.1-22 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 238 1356 22 17 881 77 22 115 31 19 Future Volume (vph) 238 1356 22 17 881 77 22 115 31 19 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s)13.0 32.0 32.0 9.6 28.6 28.6 38.4 38.4 38.4 38.4 Total Split (%)16.3% 40.0% 40.0% 12.0% 35.8% 35.8% 48.0% 48.0% 48.0% 48.0% Yellow Time (s)3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)8.6 32.6 32.6 5.1 21.1 21.1 14.4 14.4 Actuated g/C Ratio 0.14 0.54 0.54 0.08 0.35 0.35 0.24 0.24 v/c Ratio 0.98 0.73 0.03 0.12 0.73 0.13 0.45 0.47 Control Delay 83.7 17.5 0.0 32.3 23.2 4.5 19.8 8.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.7 17.5 0.0 32.3 23.2 4.5 19.8 8.4 LOS F B A C C A B A Approach Delay 27.0 21.9 19.8 8.4 Approach LOS C C B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 60.4 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 23.5 Intersection LOS: C Intersection Capacity Utilization 74.3%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) 6.1-23 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 238 1356 22 17 881 77 22 115 47 31 19 181 Future Volume (veh/h) 238 1356 22 17 881 77 22 115 47 31 19 181 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 251 1427 22 18 927 52 23 121 22 33 20 60 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 296 1753 764 40 1242 554 104 251 42 142 83 152 Arrive On Green 0.16 0.49 0.49 0.02 0.34 0.34 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 3610 1573 1810 3610 1610 138 1423 238 292 471 864 Grp Volume(v), veh/h 251 1427 22 18 927 52 166 0 0 113 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1573 1810 1805 1610 1799 0 0 1627 0 0 Q Serve(g_s), s 6.9 17.3 0.4 0.5 11.6 1.1 0.3 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.9 17.3 0.4 0.5 11.6 1.1 4.2 0.0 0.0 3.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.14 0.13 0.29 0.53 Lane Grp Cap(c), veh/h 296 1753 764 40 1242 554 398 0 0 378 0 0 V/C Ratio(X) 0.85 0.81 0.03 0.45 0.75 0.09 0.42 0.00 0.00 0.30 0.00 0.00 Avail Cap(c_a), veh/h 296 1815 791 176 1604 715 1217 0 0 1087 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 20.8 11.2 6.9 24.8 14.9 11.4 19.1 0.0 0.0 18.6 0.0 0.0 Incr Delay (d2), s/veh 19.0 2.9 0.0 2.9 1.4 0.1 0.7 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 4.9 0.1 0.2 3.9 0.3 1.6 0.0 0.0 1.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.9 14.1 6.9 27.7 16.3 11.5 19.8 0.0 0.0 19.1 0.0 0.0 LnGrp LOS D B A C BBBAABAA Approach Vol, veh/h 1700 997 166 113 Approach Delay, s/veh 17.8 16.2 19.8 19.1 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 31.1 14.5 13.0 23.9 14.5 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 25.8 33.0 8.4 * 23 33.0 Max Q Clear Time (g_c+I1), s 2.5 19.3 5.0 8.9 13.6 6.2 Green Ext Time (p_c), s 0.0 4.5 0.6 0.0 4.0 0.8 Intersection Summary HCM 6th Ctrl Delay 17.4 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-24 Timings Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)89 1377 24 814 125 27 56 69 9 Future Volume (vph)89 1377 24 814 125 27 56 69 9 Turn Type Prot NA Prot NA Perm Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 6 8 4 Detector Phase 521668844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (%)12.8% 37.1% 12.8% 37.1% 37.1% 50.1% 50.1% 50.1% 50.1% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.5 31.3 5.5 19.9 19.9 14.2 14.2 Actuated g/C Ratio 0.11 0.61 0.11 0.39 0.39 0.28 0.28 v/c Ratio 0.52 0.50 0.14 0.66 0.20 0.27 0.33 Control Delay 40.2 12.6 29.0 18.4 4.5 13.9 12.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.2 12.6 29.0 18.4 4.5 13.9 12.8 LOS DBCBA B B Approach Delay 14.3 16.9 13.9 12.8 Approach LOS B B B B Intersection Summary Cycle Length: 75 Actuated Cycle Length: 50.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 58.0%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 8: Almeria Av. & Foothill Bl. (SR-66) 6.1-25 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 89 1377 24 24 814 125 27 56 33 69 9 53 Future Volume (veh/h) 89 1377 24 24 814 125 27 56 33 69 9 53 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 101 1565 27 27 925 142 31 64 38 78 10 60 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 147 2264 39 58 1379 615 147 190 94 250 55 122 Arrive On Green 0.08 0.43 0.43 0.03 0.38 0.38 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 5251 91 1810 3610 1610 236 990 490 644 290 636 Grp Volume(v), veh/h 101 1031 561 27 925 142 133 0 0 148 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1884 1810 1805 1610 1716 0 0 1570 0 0 Q Serve(g_s), s 2.4 10.5 10.5 0.6 9.2 2.6 0.0 0.0 0.0 0.4 0.0 0.0 Cycle Q Clear(g_c), s 2.4 10.5 10.5 0.6 9.2 2.6 2.8 0.0 0.0 3.2 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 0.23 0.29 0.53 0.41 Lane Grp Cap(c), veh/h 147 1491 812 58 1379 615 431 0 0 427 0 0 V/C Ratio(X) 0.69 0.69 0.69 0.47 0.67 0.23 0.31 0.00 0.00 0.35 0.00 0.00 Avail Cap(c_a), veh/h 208 1751 954 208 1828 815 1373 0 0 1252 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.4 10.0 10.0 20.7 11.2 9.1 15.3 0.0 0.0 15.5 0.0 0.0 Incr Delay (d2), s/veh 2.1 1.0 1.7 2.2 0.6 0.2 0.4 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 2.6 3.0 0.3 2.5 0.6 1.1 0.0 0.0 1.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.6 11.0 11.8 22.8 11.7 9.3 15.7 0.0 0.0 16.0 0.0 0.0 LnGrp LOS C B B C BABAABAA Approach Vol, veh/h 1693 1094 133 148 Approach Delay, s/veh 11.9 11.7 15.7 16.0 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.0 24.5 12.9 8.1 22.4 12.9 Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6 Max Green Setting (Gmax), s 5.0 22.0 33.0 5.0 22.0 33.0 Max Q Clear Time (g_c+I1), s 2.6 12.5 5.2 4.4 11.2 4.8 Green Ext Time (p_c), s 0.0 6.2 0.9 0.0 4.7 0.8 Intersection Summary HCM 6th Ctrl Delay 12.2 HCM 6th LOS B 6.1-26 Timings Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)52 1396 48 868 71 101 21 23 Future Volume (vph)52 1396 48 868 71 101 21 23 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 37.6 37.6 38.2 38.2 Total Split (s)11.2 31.8 10.0 30.6 38.2 38.2 38.2 38.2 Total Split (%)14.0% 39.8% 12.5% 38.3% 47.8% 47.8% 47.8% 47.8% Yellow Time (s)3.6 4.8 3.6 4.8 3.6 3.6 4.2 4.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 4.6 4.6 5.2 5.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)6.2 24.0 5.6 23.5 14.2 14.2 13.9 13.9 Actuated g/C Ratio 0.11 0.44 0.10 0.43 0.26 0.26 0.25 0.25 v/c Ratio 0.27 0.67 0.28 0.43 0.21 0.36 0.07 0.10 Control Delay 31.6 16.5 33.0 13.8 18.7 15.0 17.7 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.6 16.5 33.0 13.8 18.7 15.0 17.7 11.7 LOS CBCBBBBB Approach Delay 17.0 14.8 16.1 13.6 Approach LOS BBBB Intersection Summary Cycle Length: 80 Actuated Cycle Length: 54.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 16.1 Intersection LOS: B Intersection Capacity Utilization 62.7%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 9: Tokay Av. & Foothill Bl. (SR-66) 6.1-27 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 1396 49 48 868 42 71 101 69 21 23 22 Future Volume (veh/h) 52 1396 49 48 868 42 71 101 69 21 23 22 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 55 1469 52 51 914 44 75 106 73 22 24 23 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 98 2191 78 93 2146 103 395 210 144 284 178 171 Arrive On Green 0.05 0.43 0.43 0.05 0.42 0.42 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 5143 182 1810 5071 244 1380 1048 722 1224 892 855 Grp Volume(v), veh/h 55 988 533 51 623 335 75 0 179 22 0 47 Grp Sat Flow(s),veh/h/ln 1810 1729 1867 1810 1729 1856 1380 0 1770 1224 0 1746 Q Serve(g_s), s 1.4 11.1 11.1 1.3 6.1 6.1 2.3 0.0 4.4 0.8 0.0 1.1 Cycle Q Clear(g_c), s 1.4 11.1 11.1 1.3 6.1 6.1 3.4 0.0 4.4 5.1 0.0 1.1 Prop In Lane 1.00 0.10 1.00 0.13 1.00 0.41 1.00 0.49 Lane Grp Cap(c), veh/h 98 1473 795 93 1463 786 395 0 354 284 0 349 V/C Ratio(X) 0.56 0.67 0.67 0.55 0.43 0.43 0.19 0.00 0.51 0.08 0.00 0.13 Avail Cap(c_a), veh/h 247 1860 1004 202 1774 952 1078 0 1230 875 0 1192 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.3 11.1 11.1 22.4 9.8 9.8 17.3 0.0 17.2 19.5 0.0 15.9 Incr Delay (d2), s/veh 1.9 0.7 1.2 1.9 0.2 0.4 0.2 0.0 1.1 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 3.0 3.3 0.5 1.6 1.8 0.7 0.0 1.7 0.2 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.2 11.8 12.4 24.3 10.0 10.2 17.5 0.0 18.3 19.6 0.0 16.1 LnGrp LOS C B B C BBBABBAB Approach Vol, veh/h 1576 1009 254 69 Approach Delay, s/veh 12.4 10.8 18.1 17.2 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.1 26.4 14.9 7.2 26.3 14.9 Change Period (Y+Rc), s 4.6 5.8 5.2 4.6 5.8 * 5.2 Max Green Setting (Gmax), s 5.4 26.0 33.0 6.6 24.8 * 34 Max Q Clear Time (g_c+I1), s 3.3 13.1 7.1 3.4 8.1 6.4 Green Ext Time (p_c), s 0.0 7.5 0.3 0.0 5.3 1.3 Intersection Summary HCM 6th Ctrl Delay 12.5 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-28 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 292 992 185 290 745 119 197 671 140 521 Future Volume (vph) 292 992 185 290 745 119 197 671 140 521 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Protected Phases 5 2 1 6 3874 Permitted Phases 2 6 Detector Phase 5221663874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 27.8 9.6 34.4 9.6 34.4 Total Split (s)18.6 28.0 28.0 19.0 28.4 28.4 13.6 35.7 12.3 34.4 Total Split (%)19.6% 29.5% 29.5% 20.0% 29.9% 29.9% 14.3% 37.6% 12.9% 36.2% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)14.0 22.2 22.2 14.4 22.6 22.6 9.0 26.5 7.7 25.2 Actuated g/C Ratio 0.15 0.24 0.24 0.16 0.25 0.25 0.10 0.29 0.08 0.28 v/c Ratio 1.10 1.18 0.36 1.06 0.87 0.25 1.15 0.81 0.96 0.67 Control Delay 121.6 124.0 6.7 110.1 45.4 6.2 154.0 35.8 108.2 31.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 121.6 124.0 6.7 110.1 45.4 6.2 154.0 35.8 108.2 31.5 LOS FFAFDAFDFC Approach Delay 108.7 57.6 59.0 45.4 Approach LOS F E E D Intersection Summary Cycle Length: 95 Actuated Cycle Length: 91.3 Natural Cycle: 115 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.18 Intersection Signal Delay: 72.9 Intersection LOS: E Intersection Capacity Utilization 91.0%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 6.1-29 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 292 992 185 290 745 119 197 671 133 140 521 110 Future Volume (veh/h) 292 992 185 290 745 119 197 671 133 140 521 110 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 304 1033 113 302 776 89 205 699 128 146 543 109 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 284 898 400 292 914 408 182 838 153 156 781 156 Arrive On Green 0.16 0.25 0.25 0.16 0.25 0.25 0.10 0.28 0.28 0.09 0.26 0.26 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 3047 558 1810 2998 599 Grp Volume(v), veh/h 304 1033 113 302 776 89 205 414 413 146 326 326 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1805 1610 1810 1805 1800 1810 1805 1792 Q Serve(g_s), s 14.0 22.2 5.1 14.4 18.3 3.9 9.0 19.2 19.3 7.2 14.6 14.7 Cycle Q Clear(g_c), s 14.0 22.2 5.1 14.4 18.3 3.9 9.0 19.2 19.3 7.2 14.6 14.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.31 1.00 0.33 Lane Grp Cap(c), veh/h 284 898 400 292 914 408 182 497 495 156 470 467 V/C Ratio(X) 1.07 1.15 0.28 1.03 0.85 0.22 1.12 0.83 0.83 0.94 0.69 0.70 Avail Cap(c_a), veh/h 284 898 400 292 914 408 182 613 611 156 586 582 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 33.5 27.1 37.4 31.7 26.3 40.1 30.4 30.4 40.5 29.8 29.8 Incr Delay (d2), s/veh 73.6 80.6 0.4 61.9 7.6 0.3 103.7 8.0 8.1 52.4 2.6 2.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.6 19.0 1.9 11.0 8.3 1.5 9.1 9.0 9.0 5.3 6.3 6.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 111.2 114.2 27.5 99.3 39.3 26.6 143.9 38.5 38.6 93.0 32.4 32.5 LnGrp LOS F F C F D C F D D F C C Approach Vol, veh/h 1450 1167 1032 798 Approach Delay, s/veh 106.8 53.9 59.4 43.5 Approach LOS F D E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.0 28.0 13.6 28.7 18.6 28.4 12.3 30.0 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 14.4 22.2 9.0 29.0 14.0 22.6 7.7 30.3 Max Q Clear Time (g_c+I1), s 16.4 24.2 11.0 16.7 16.0 20.3 9.2 21.3 Green Ext Time (p_c), s 0.0 0.0 0.0 3.0 0.0 1.2 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 70.6 HCM 6th LOS E 6.1-30 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 6.2: OPENING YEAR CUMULATIVE (2024) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 217 556 136 280 1105 165 178 477 168 230 802 131 Future Volume (vph) 217 556 136 280 1105 165 178 477 168 230 802 131 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s)12.0 45.5 45.5 12.0 45.5 16.0 16.0 46.5 46.5 16.0 46.5 12.0 Total Split (%)10.0% 37.9% 37.9% 10.0% 37.9% 13.3% 13.3% 38.8% 38.8% 13.3% 38.8% 10.0% Yellow Time (s)3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s)7.5 31.3 31.3 7.5 31.7 44.9 11.6 25.7 25.7 11.6 25.7 34.4 Actuated g/C Ratio 0.08 0.32 0.32 0.08 0.32 0.46 0.12 0.26 0.26 0.12 0.26 0.35 v/c Ratio 0.92 0.38 0.25 1.19 0.75 0.24 0.95 0.40 0.34 1.23 0.67 0.24 Control Delay 85.7 26.9 5.5 155.8 33.3 7.3 96.2 30.8 6.0 174.9 35.1 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 85.7 26.9 5.5 155.8 33.3 7.3 96.2 30.8 6.0 174.9 35.1 11.6 LOS FCAFCAFCAFDB Approach Delay 37.8 52.6 39.8 60.0 Approach LOS D D D E Intersection Summary Cycle Length: 120 Actuated Cycle Length: 98 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.23 Intersection Signal Delay: 49.1 Intersection LOS: D Intersection Capacity Utilization 71.8%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) 6.2-1 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 217 556 136 280 1105 165 178 477 168 230 802 131 Future Volume (veh/h) 217 556 136 280 1105 165 178 477 168 230 802 131 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 247 632 80 318 1256 143 202 542 125 261 911 66 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 274 1684 520 274 1684 715 218 1297 396 218 1297 528 Arrive On Green 0.08 0.32 0.32 0.08 0.32 0.32 0.12 0.25 0.25 0.12 0.25 0.25 Sat Flow, veh/h 3510 5187 1603 3510 5187 1607 1810 5187 1584 1810 5187 1608 Grp Volume(v), veh/h 247 632 80 318 1256 143 202 542 125 261 911 66 Grp Sat Flow(s),veh/h/ln 1755 1729 1603 1755 1729 1607 1810 1729 1584 1810 1729 1608 Q Serve(g_s), s 6.6 8.9 3.4 7.4 20.4 5.1 10.5 8.3 6.1 11.4 15.1 2.7 Cycle Q Clear(g_c), s 6.6 8.9 3.4 7.4 20.4 5.1 10.5 8.3 6.1 11.4 15.1 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 274 1684 520 274 1684 715 218 1297 396 218 1297 528 V/C Ratio(X) 0.90 0.38 0.15 1.16 0.75 0.20 0.93 0.42 0.32 1.20 0.70 0.13 Avail Cap(c_a), veh/h 274 2135 660 274 2152 860 218 2228 680 218 2228 817 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.3 24.6 22.7 43.7 28.5 16.0 41.3 29.8 28.9 41.7 32.3 22.3 Incr Delay (d2), s/veh 29.4 0.1 0.1 104.6 1.1 0.1 40.8 0.2 0.5 125.0 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.4 1.2 7.1 8.0 1.8 6.9 3.3 2.2 12.4 6.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.7 24.7 22.9 148.3 29.6 16.2 82.0 30.0 29.4 166.7 33.0 22.4 LnGrp LOS E C C F C B F C C F C C Approach Vol, veh/h 959 1717 869 1238 Approach Delay, s/veh 36.9 50.5 42.0 60.6 Approach LOS D D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 29.5 12.0 37.2 16.0 29.5 12.0 37.2 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 11.4 40.7 7.4 39.0 11.4 40.7 7.4 * 39 Max Q Clear Time (g_c+I1), s 13.4 10.3 9.4 10.9 12.5 17.1 8.6 22.4 Green Ext Time (p_c), s 0.0 4.0 0.0 4.4 0.0 6.3 0.0 8.1 Intersection Summary HCM 6th Ctrl Delay 48.8 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.2-2 Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 164 706 62 1284 45 33 10 6 Future Volume (vph) 164 706 62 1284 45 33 10 6 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)11.0 30.4 11.0 30.4 38.6 38.6 38.6 38.6 Total Split (%)13.8% 38.0% 13.8% 38.0% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)6.5 28.8 6.1 24.0 13.8 13.8 13.8 13.8 Actuated g/C Ratio 0.11 0.48 0.10 0.40 0.23 0.23 0.23 0.23 v/c Ratio 0.94 0.34 0.38 0.71 0.19 0.16 0.04 0.35 Control Delay 83.4 12.8 34.6 19.4 19.3 11.6 16.4 5.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.4 12.8 34.6 19.4 19.3 11.6 16.4 5.6 LOS FBCBBBBA Approach Delay 25.6 20.1 14.9 6.2 Approach LOS C C B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 60.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 69.0%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) 6.2-3 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 164 706 35 62 1284 18 45 33 27 10 6 152 Future Volume (veh/h) 164 706 35 62 1284 18 45 33 27 10 6 152 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 184 793 39 70 1443 20 51 37 30 11 7 171 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %000000000000 Cap, veh/h 227 2302 113 112 2060 29 241 177 144 344 12 284 Arrive On Green 0.13 0.45 0.45 0.06 0.39 0.39 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 5065 248 1810 5272 73 1225 971 787 1355 64 1556 Grp Volume(v), veh/h 184 541 291 70 947 516 51 0 67 11 0 178 Grp Sat Flow(s),veh/h/ln 1810 1729 1855 1810 1729 1887 1225 0 1758 1355 0 1620 Q Serve(g_s), s 5.1 5.2 5.2 1.9 11.7 11.7 2.0 0.0 1.7 0.4 0.0 5.2 Cycle Q Clear(g_c), s 5.1 5.2 5.2 1.9 11.7 11.7 7.2 0.0 1.7 2.0 0.0 5.2 Prop In Lane 1.00 0.13 1.00 0.04 1.00 0.45 1.00 0.96 Lane Grp Cap(c), veh/h 227 1572 843 112 1351 737 241 0 321 344 0 295 V/C Ratio(X) 0.81 0.34 0.35 0.63 0.70 0.70 0.21 0.00 0.21 0.03 0.00 0.60 Avail Cap(c_a), veh/h 227 1638 879 227 1638 894 833 0 1170 999 0 1078 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.8 9.0 9.0 23.4 13.0 13.0 22.5 0.0 17.7 18.6 0.0 19.2 Incr Delay (d2), s/veh 18.4 0.1 0.2 2.2 1.0 1.9 0.4 0.0 0.3 0.0 0.0 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 1.4 1.5 0.8 3.5 4.0 0.6 0.0 0.7 0.1 0.0 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.1 9.1 9.3 25.5 14.1 15.0 22.9 0.0 18.1 18.6 0.0 21.2 LnGrp LOS D A A C B B C ABBAC Approach Vol, veh/h 1016 1533 118 189 Approach Delay, s/veh 14.8 14.9 20.2 21.0 Approach LOS B B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.7 29.4 13.9 11.0 26.2 13.9 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.4 24.2 34.0 6.4 24.2 34.0 Max Q Clear Time (g_c+I1), s 3.9 7.2 7.2 7.1 13.7 9.2 Green Ext Time (p_c), s 0.0 4.6 1.2 0.0 6.2 0.5 Intersection Summary HCM 6th Ctrl Delay 15.5 HCM 6th LOS B 6.2-4 Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)31 647 10 54 1405 24 16 72 3 Future Volume (vph)31 647 10 54 1405 24 16 72 3 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)9.6 39.9 39.9 11.5 41.8 38.6 38.6 38.6 38.6 Total Split (%)10.7% 44.3% 44.3% 12.8% 46.4% 42.9% 42.9% 42.9% 42.9% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.3 36.7 36.7 6.5 39.8 14.2 14.2 14.2 14.2 Actuated g/C Ratio 0.08 0.59 0.59 0.10 0.64 0.23 0.23 0.23 0.23 v/c Ratio 0.23 0.36 0.01 0.34 0.79 0.09 0.25 0.29 0.06 Control Delay 37.3 12.7 0.0 37.0 18.7 20.9 8.4 24.1 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 12.7 0.0 37.0 18.7 20.9 8.4 24.1 10.6 LOS DBADBCACB Approach Delay 13.6 19.3 10.9 21.0 Approach LOS B B B C Intersection Summary Cycle Length: 90 Actuated Cycle Length: 62.4 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 17.4 Intersection LOS: B Intersection Capacity Utilization 64.5%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) 6.2-5 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 647 10 54 1405 116 24 16 80 72 3 18 Future Volume (veh/h) 31 647 10 54 1405 116 24 16 80 72 3 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 36 761 12 64 1653 120 28 19 28 85 4 6 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %000000000000 Cap, veh/h 68 1979 864 100 1928 139 307 93 137 274 92 138 Arrive On Green 0.04 0.55 0.55 0.06 0.57 0.57 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1810 3610 1575 1810 3410 245 1427 694 1022 1380 686 1029 Grp Volume(v), veh/h 36 761 12 64 868 905 28 0 47 85 0 10 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1850 1427 0 1716 1380 0 1715 Q Serve(g_s), s 1.1 7.1 0.2 2.0 23.6 24.4 1.0 0.0 1.4 3.4 0.0 0.3 Cycle Q Clear(g_c), s 1.1 7.1 0.2 2.0 23.6 24.4 1.3 0.0 1.4 4.9 0.0 0.3 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.60 1.00 0.60 Lane Grp Cap(c), veh/h 68 1979 864 100 1021 1046 307 0 230 274 0 230 V/C Ratio(X) 0.53 0.38 0.01 0.64 0.85 0.87 0.09 0.00 0.20 0.31 0.00 0.04 Avail Cap(c_a), veh/h 154 2073 905 213 1095 1122 942 0 994 889 0 994 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.7 7.6 6.0 27.1 10.7 10.8 22.7 0.0 22.6 24.8 0.0 22.1 Incr Delay (d2), s/veh 2.3 0.1 0.0 2.5 6.2 6.9 0.1 0.0 0.4 0.6 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.8 0.0 0.8 7.2 7.8 0.3 0.0 0.6 1.1 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.0 7.7 6.0 29.7 16.8 17.8 22.8 0.0 23.0 25.4 0.0 22.2 LnGrp LOS C A A C B B C A C C A C Approach Vol, veh/h 809 1837 75 95 Approach Delay, s/veh 8.7 17.7 23.0 25.1 Approach LOS A B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 38.4 12.5 6.8 39.4 12.5 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 6.9 33.7 34.0 5.0 35.6 34.0 Max Q Clear Time (g_c+I1), s 4.0 9.1 6.9 3.1 26.4 3.4 Green Ext Time (p_c), s 0.0 4.9 0.3 0.0 6.7 0.3 Intersection Summary HCM 6th Ctrl Delay 15.5 HCM 6th LOS B 6.2-6 HCM 6th TWSC Beech Logistics Center (JN 14726) 4: Beech Av. & Driveway 1 10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Intersection Int Delay, s/veh 6.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 24000 Future Vol, veh/h 0 24000 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 24000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 9 1 1 0 - 0 Stage 1 1 ----- Stage 2 8 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1017 1090 1635 - - - Stage 1 1028 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1015 1090 1635 - - - Mov Cap-2 Maneuver 1015 ----- Stage 1 1026 ----- Stage 2 1020 ----- Approach EB NB SB HCM Control Delay, s 8.3 7.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1635 - 1090 - - HCM Lane V/C Ratio 0.003 - 0.002 - - HCM Control Delay (s) 7.2 0 8.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 6.2-7 HCM 6th TWSC Beech Logistics Center (JN 14726) 5: Beech Av. & Driveway 2 10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Intersection Int Delay, s/veh 6.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 9 44 4 2 0 Future Vol, veh/h 0 9 44 4 2 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 10 48 4 2 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 102 2 2 0 - 0 Stage 1 2 ----- Stage 2 100 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 901 1088 1634 - - - Stage 1 1026 ----- Stage 2 929 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 875 1088 1634 - - - Mov Cap-2 Maneuver 875 ----- Stage 1 996 ----- Stage 2 929 ----- Approach EB NB SB HCM Control Delay, s 8.3 6.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1634 - 1088 - - HCM Lane V/C Ratio 0.029 - 0.009 - - HCM Control Delay (s) 7.3 0 8.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0 - - 6.2-8 HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 8.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 741 43 206 1563 25 42 0 123 5 0 6 Future Vol, veh/h 23 741 43 206 1563 25 42 0 123 5 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 -------- Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 00000000000 Mvmt Flow 26 842 49 234 1776 28 48 0 140 6 0 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1804 0 0 891 0 0 2275 3191 446 2731 3201 902 Stage 1 ------919919-2258 2258 - Stage 2 ------1356 2272 - 473 943 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 346 - - 769 - - ~ 22 10 565 10 10 285 Stage 1 ------296353-4378- Stage 2 ------16077-546344- Platoon blocked, % - - - - Mov Cap-1 Maneuver 346 - - 769 - - ~ 16 6 565 ~ 5 6 285 Mov Cap-2 Maneuver ------6324-3033- Stage 1 ------274327-4054- Stage 2 ------10954-380318- Approach EB WB NB SB HCM Control Delay, s 0.5 1.3 118.1 81.7 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)187 346 - - 769 - - 59 HCM Lane V/C Ratio 1.003 0.076 - - 0.304 - - 0.212 HCM Control Delay (s) 118.1 16.3 - - 11.7 - - 81.7 HCM Lane LOS F C - - B - - F HCM 95th %tile Q(veh) 8.4 0.2 - - 1.3 - - 0.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 6.2-9 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 178 644 30 17 1327 30 10 47 44 43 Future Volume (vph) 178 644 30 17 1327 30 10 47 44 43 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s)14.6 42.0 42.0 9.6 37.0 37.0 38.4 38.4 38.4 38.4 Total Split (%)16.2% 46.7% 46.7% 10.7% 41.1% 41.1% 42.7% 42.7% 42.7% 42.7% Yellow Time (s)3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)10.0 41.9 41.9 5.0 31.3 31.3 27.0 29.2 Actuated g/C Ratio 0.12 0.48 0.48 0.06 0.36 0.36 0.31 0.34 v/c Ratio 0.96 0.41 0.04 0.18 1.14 0.05 0.14 0.93 Control Delay 93.7 17.0 0.1 44.7 101.4 0.1 17.2 42.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 93.7 17.0 0.1 44.7 101.4 0.1 17.2 42.6 LOS FBADFA B D Approach Delay 32.4 98.5 17.2 42.6 Approach LOS C F B D Intersection Summary Cycle Length: 90 Actuated Cycle Length: 86.4 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay: 66.0 Intersection LOS: E Intersection Capacity Utilization 98.2%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) 6.2-10 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 178 644 30 17 1327 30 10 47 12 44 43 456 Future Volume (veh/h) 178 644 30 17 1327 30 10 47 12 44 43 456 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 200 724 24 19 1491 31 11 53 5 49 48 259 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %000000000000 Cap, veh/h 234 1841 804 39 1454 648 93 383 33 92 75 304 Arrive On Green 0.13 0.51 0.51 0.02 0.40 0.40 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 1810 3610 1576 1810 3610 1610 150 1477 127 150 288 1171 Grp Volume(v), veh/h 200 724 24 19 1491 31 69 0 0 356 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1576 1810 1805 1610 1755 0 0 1610 0 0 Q Serve(g_s), s 8.4 9.5 0.6 0.8 31.2 0.9 0.0 0.0 0.0 10.0 0.0 0.0 Cycle Q Clear(g_c), s 8.4 9.5 0.6 0.8 31.2 0.9 2.2 0.0 0.0 16.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.16 0.07 0.14 0.73 Lane Grp Cap(c), veh/h 234 1841 804 39 1454 648 509 0 0 470 0 0 V/C Ratio(X) 0.86 0.39 0.03 0.48 1.03 0.05 0.14 0.00 0.00 0.76 0.00 0.00 Avail Cap(c_a), veh/h 234 1841 804 117 1454 648 789 0 0 735 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 33.0 11.6 9.4 37.5 23.1 14.1 22.1 0.0 0.0 27.2 0.0 0.0 Incr Delay (d2), s/veh 24.5 0.1 0.0 3.4 30.4 0.0 0.1 0.0 0.0 2.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 3.1 0.2 0.4 17.4 0.3 0.9 0.0 0.0 6.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.5 11.8 9.5 40.9 53.5 14.1 22.2 0.0 0.0 29.7 0.0 0.0 LnGrp LOS E B A D F B C A A C A A Approach Vol, veh/h 948 1541 69 356 Approach Delay, s/veh 21.4 52.6 22.2 29.7 Approach LOS CDCC Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.3 45.7 25.5 14.6 37.4 25.5 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 35.8 33.0 10.0 * 31 33.0 Max Q Clear Time (g_c+I1), s 2.8 11.5 18.2 10.4 33.2 4.2 Green Ext Time (p_c), s 0.0 4.6 1.9 0.0 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 38.9 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.2-11 Timings Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)28 513 44 907 58 28 24 60 27 Future Volume (vph)28 513 44 907 58 28 24 60 27 Turn Type Prot NA Prot NA Perm Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 6 8 4 Detector Phase 521668844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (%)12.8% 37.1% 12.8% 37.1% 37.1% 50.1% 50.1% 50.1% 50.1% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.3 21.8 5.3 21.8 21.8 13.9 13.9 Actuated g/C Ratio 0.11 0.44 0.11 0.44 0.44 0.28 0.28 v/c Ratio 0.17 0.27 0.26 0.65 0.09 0.18 0.42 Control Delay 28.7 11.6 29.8 17.3 3.3 11.9 11.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.7 11.6 29.8 17.3 3.3 11.9 11.4 LOS CBCBA B B Approach Delay 12.5 17.1 11.9 11.4 Approach LOS B B B B Intersection Summary Cycle Length: 75 Actuated Cycle Length: 49.8 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 14.9 Intersection LOS: B Intersection Capacity Utilization 55.0%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 8: Almeria Av. & Foothill Bl. (SR-66) 6.2-12 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 28 513 25 44 907 58 28 24 21 60 27 100 Future Volume (veh/h) 28 513 25 44 907 58 28 24 21 60 27 100 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 32 583 28 50 1031 66 32 27 24 68 31 114 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 67 1936 92 95 1433 639 211 165 105 191 80 185 Arrive On Green 0.04 0.38 0.38 0.05 0.40 0.40 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1810 5072 242 1810 3610 1610 436 766 489 371 374 858 Grp Volume(v), veh/h 32 396 215 50 1031 66 83 0 0 213 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1856 1810 1805 1610 1691 0 0 1604 0 0 Q Serve(g_s), s 0.7 3.4 3.5 1.2 10.3 1.1 0.0 0.0 0.0 2.7 0.0 0.0 Cycle Q Clear(g_c), s 0.7 3.4 3.5 1.2 10.3 1.1 1.6 0.0 0.0 5.0 0.0 0.0 Prop In Lane 1.00 0.13 1.00 1.00 0.39 0.29 0.32 0.54 Lane Grp Cap(c), veh/h 67 1320 708 95 1433 639 481 0 0 456 0 0 V/C Ratio(X) 0.48 0.30 0.30 0.53 0.72 0.10 0.17 0.00 0.00 0.47 0.00 0.00 Avail Cap(c_a), veh/h 212 1779 955 212 1857 828 1329 0 0 1324 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 20.2 9.2 9.2 19.7 10.9 8.1 13.8 0.0 0.0 15.1 0.0 0.0 Incr Delay (d2), s/veh 2.0 0.1 0.2 1.7 1.0 0.1 0.2 0.0 0.0 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.9 1.0 0.4 2.8 0.3 0.6 0.0 0.0 1.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.1 9.4 9.5 21.4 11.8 8.2 14.0 0.0 0.0 15.8 0.0 0.0 LnGrp LOS C A A C BABAABAA Approach Vol, veh/h 643 1147 83 213 Approach Delay, s/veh 10.0 12.1 14.0 15.8 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.8 22.1 13.8 6.2 22.8 13.8 Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6 Max Green Setting (Gmax), s 5.0 22.0 33.0 5.0 22.0 33.0 Max Q Clear Time (g_c+I1), s 3.2 5.5 7.0 2.7 12.3 3.6 Green Ext Time (p_c), s 0.0 3.2 1.4 0.0 4.7 0.5 Intersection Summary HCM 6th Ctrl Delay 11.9 HCM 6th LOS B 6.2-13 Timings Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)13 584 16 848 43 37 17 24 Future Volume (vph)13 584 16 848 43 37 17 24 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 37.6 37.6 38.2 38.2 Total Split (s)10.0 31.8 10.0 31.8 38.2 38.2 38.2 38.2 Total Split (%)12.5% 39.8% 12.5% 39.8% 47.8% 47.8% 47.8% 47.8% Yellow Time (s)3.6 4.8 3.6 4.8 3.6 3.6 4.2 4.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 4.6 4.6 5.2 5.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)7.0 22.9 7.0 22.9 16.3 16.3 16.0 16.0 Actuated g/C Ratio 0.19 0.62 0.19 0.62 0.44 0.44 0.44 0.44 v/c Ratio 0.04 0.20 0.05 0.29 0.08 0.10 0.03 0.10 Control Delay 24.5 9.4 24.4 9.9 11.3 7.4 11.8 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.5 9.4 24.4 9.9 11.3 7.4 11.8 6.4 LOS CACABABA Approach Delay 9.7 10.1 8.8 7.4 Approach LOS ABAA Intersection Summary Cycle Length: 80 Actuated Cycle Length: 36.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 9.7 Intersection LOS: A Intersection Capacity Utilization 34.6%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Tokay Av. & Foothill Bl. (SR-66) 6.2-14 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 584 19 16 848 24 43 37 35 17 24 48 Future Volume (veh/h) 13 584 19 16 848 24 43 37 35 17 24 48 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 14 628 20 17 912 26 46 40 38 18 26 52 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 33 1777 56 39 1802 51 415 177 169 417 112 224 Arrive On Green 0.02 0.34 0.34 0.02 0.35 0.35 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 5165 164 1810 5184 148 1342 896 851 1342 565 1131 Grp Volume(v), veh/h 14 420 228 17 608 330 46 0 78 18 0 78 Grp Sat Flow(s),veh/h/ln 1810 1729 1870 1810 1729 1873 1342 0 1747 1342 0 1696 Q Serve(g_s), s 0.3 3.2 3.3 0.3 5.0 5.0 1.1 0.0 1.3 0.4 0.0 1.4 Cycle Q Clear(g_c), s 0.3 3.2 3.3 0.3 5.0 5.0 2.4 0.0 1.3 1.7 0.0 1.4 Prop In Lane 1.00 0.09 1.00 0.08 1.00 0.49 1.00 0.67 Lane Grp Cap(c), veh/h 33 1190 643 39 1202 651 415 0 346 417 0 336 V/C Ratio(X) 0.43 0.35 0.35 0.43 0.51 0.51 0.11 0.00 0.23 0.04 0.00 0.23 Avail Cap(c_a), veh/h 273 2514 1360 273 2514 1362 1410 0 1641 1389 0 1565 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.4 8.8 8.8 17.3 9.2 9.2 13.1 0.0 12.0 12.8 0.0 12.1 Incr Delay (d2), s/veh 3.2 0.2 0.3 2.8 0.3 0.6 0.1 0.0 0.3 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.7 0.8 0.1 1.1 1.3 0.3 0.0 0.5 0.1 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.6 8.9 9.1 20.0 9.6 9.9 13.2 0.0 12.4 12.8 0.0 12.4 LnGrp LOS C A A C AABABBAB Approach Vol, veh/h 662 955 124 96 Approach Delay, s/veh 9.2 9.9 12.7 12.5 Approach LOS AABB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.4 18.1 12.3 5.2 18.2 12.3 Change Period (Y+Rc), s 4.6 5.8 5.2 4.6 5.8 * 5.2 Max Green Setting (Gmax), s 5.4 26.0 33.0 5.4 26.0 * 34 Max Q Clear Time (g_c+I1), s 2.3 5.3 3.7 2.3 7.0 4.4 Green Ext Time (p_c), s 0.0 3.7 0.4 0.0 5.4 0.6 Intersection Summary HCM 6th Ctrl Delay 10.0 HCM 6th LOS A Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.2-15 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 183 513 166 247 883 91 163 561 140 642 Future Volume (vph) 183 513 166 247 883 91 163 561 140 642 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Protected Phases 5 2 1 6 3874 Permitted Phases 2 6 Detector Phase 5221663874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 27.8 9.6 34.4 9.6 34.4 Total Split (s)10.0 28.6 28.6 12.0 30.6 30.6 10.0 34.4 10.0 34.4 Total Split (%)11.8% 33.6% 33.6% 14.1% 36.0% 36.0% 11.8% 40.5% 11.8% 40.5% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)5.4 21.7 21.7 7.5 23.7 23.7 5.4 24.0 5.4 24.0 Actuated g/C Ratio 0.07 0.27 0.27 0.09 0.30 0.30 0.07 0.30 0.07 0.30 v/c Ratio 1.57 0.55 0.31 1.53 0.86 0.16 1.40 0.61 1.20 0.76 Control Delay 319.4 27.5 5.8 296.3 36.5 1.9 252.0 25.5 179.1 28.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 319.4 27.5 5.8 296.3 36.5 1.9 252.0 25.5 179.1 28.9 LOS FCAFDAFCFC Approach Delay 85.4 86.5 72.1 51.6 Approach LOS F F E D Intersection Summary Cycle Length: 85 Actuated Cycle Length: 79.1 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.57 Intersection Signal Delay: 74.8 Intersection LOS: E Intersection Capacity Utilization 82.8%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 6.2-16 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 183 513 166 247 883 91 163 561 68 140 642 140 Future Volume (veh/h) 183 513 166 247 883 91 163 561 68 140 642 140 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 193 540 91 260 929 65 172 591 55 147 676 136 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 130 990 442 178 1086 484 130 950 88 130 852 171 Arrive On Green 0.07 0.27 0.27 0.10 0.30 0.30 0.07 0.28 0.28 0.07 0.28 0.28 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 3339 310 1810 2995 602 Grp Volume(v), veh/h 193 540 91 260 929 65 172 319 327 147 407 405 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1805 1610 1810 1805 1844 1810 1805 1792 Q Serve(g_s), s 5.4 9.6 3.3 7.4 18.2 2.2 5.4 11.6 11.6 5.4 15.7 15.7 Cycle Q Clear(g_c), s 5.4 9.6 3.3 7.4 18.2 2.2 5.4 11.6 11.6 5.4 15.7 15.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.17 1.00 0.34 Lane Grp Cap(c), veh/h 130 990 442 178 1086 484 130 513 525 130 513 510 V/C Ratio(X) 1.49 0.55 0.21 1.46 0.86 0.13 1.32 0.62 0.62 1.13 0.79 0.79 Avail Cap(c_a), veh/h 130 1094 488 178 1190 531 130 696 711 130 696 691 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 23.3 21.0 33.9 24.8 19.2 34.9 23.4 23.4 34.9 24.9 24.9 Incr Delay (d2), s/veh 255.1 0.5 0.2 235.6 5.9 0.1 189.6 1.2 1.2 118.8 4.5 4.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.4 3.7 1.2 14.7 7.8 0.8 9.1 4.7 4.8 6.5 6.7 6.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 290.0 23.8 21.2 269.6 30.7 19.3 224.5 24.6 24.6 153.7 29.4 29.5 LnGrp LOS F C C F C B F C C F C C Approach Vol, veh/h 824 1254 818 959 Approach Delay, s/veh 85.8 79.6 66.7 48.5 Approach LOS F E E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.0 26.4 10.0 26.8 10.0 28.4 10.0 26.8 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 7.4 22.8 5.4 29.0 5.4 24.8 5.4 29.0 Max Q Clear Time (g_c+I1), s 9.4 11.6 7.4 17.7 7.4 20.2 7.4 13.6 Green Ext Time (p_c), s 0.0 2.7 0.0 3.7 0.0 2.4 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 70.4 HCM 6th LOS E 6.2-17 Timings Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 279 1011 131 227 810 235 278 889 301 411 601 172 Future Volume (vph) 279 1011 131 227 810 235 278 889 301 411 601 172 Turn Type Prot NA Perm Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7 4 38152 167 Permitted Phases 4826 Detector Phase 744381522167 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)9.6 45.5 45.5 9.6 45.2 9.6 9.6 44.8 44.8 9.6 44.8 9.6 Total Split (s)14.0 47.0 47.0 12.2 45.2 25.0 23.8 45.8 45.8 25.0 47.0 14.0 Total Split (%)10.8% 36.2% 36.2% 9.4% 34.8% 19.2% 18.3% 35.2% 35.2% 19.2% 36.2% 10.8% Yellow Time (s)3.6 5.5 5.5 3.6 5.2 3.6 3.6 4.8 4.8 3.6 4.8 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.2 4.6 4.6 5.8 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Act Effct Green (s)9.5 29.9 29.9 7.7 28.4 50.7 19.5 28.3 28.3 20.7 29.6 40.3 Actuated g/C Ratio 0.09 0.28 0.28 0.07 0.26 0.47 0.18 0.26 0.26 0.19 0.27 0.37 v/c Ratio 0.93 0.72 0.25 0.93 0.61 0.31 0.88 0.67 0.59 1.22 0.43 0.28 Control Delay 87.1 38.9 6.5 94.5 37.4 12.9 73.0 38.7 23.5 160.7 33.8 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 87.1 38.9 6.5 94.5 37.4 12.9 73.0 38.7 23.5 160.7 33.8 14.3 LOS FDAFDBEDCFCB Approach Delay 45.4 43.1 42.1 75.0 Approach LOS D D D E Intersection Summary Cycle Length: 130 Actuated Cycle Length: 108.5 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay: 50.5 Intersection LOS: D Intersection Capacity Utilization 83.9%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 1: Cherry Av. & Foothill Bl. (SR-66) 6.2-18 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 1: Cherry Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 279 1011 131 227 810 235 278 889 301 411 601 172 Future Volume (veh/h) 279 1011 131 227 810 235 278 889 301 411 601 172 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 285 1032 80 232 827 164 284 907 208 419 613 104 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 324 1396 428 262 1304 722 315 1272 390 362 1408 579 Arrive On Green 0.09 0.27 0.27 0.07 0.25 0.25 0.17 0.25 0.25 0.20 0.27 0.27 Sat Flow, veh/h 3510 5187 1590 3510 5187 1589 1810 5187 1588 1810 5187 1586 Grp Volume(v), veh/h 285 1032 80 232 827 164 284 907 208 419 613 104 Grp Sat Flow(s),veh/h/ln 1755 1729 1590 1755 1729 1589 1810 1729 1588 1810 1729 1586 Q Serve(g_s), s 8.2 18.5 3.9 6.7 14.5 6.4 15.7 16.3 11.6 20.4 10.0 4.6 Cycle Q Clear(g_c), s 8.2 18.5 3.9 6.7 14.5 6.4 15.7 16.3 11.6 20.4 10.0 4.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 324 1396 428 262 1304 722 315 1272 390 362 1408 579 V/C Ratio(X) 0.88 0.74 0.19 0.89 0.63 0.23 0.90 0.71 0.53 1.16 0.44 0.18 Avail Cap(c_a), veh/h 324 2061 631 262 1984 930 341 2035 623 362 2096 789 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.7 34.0 28.7 46.7 34.0 17.1 41.2 35.2 33.4 40.8 30.7 22.1 Incr Delay (d2), s/veh 22.5 0.8 0.2 27.6 0.5 0.2 23.7 0.8 1.1 97.3 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 7.5 1.5 3.8 5.8 2.2 8.7 6.6 4.4 18.4 4.0 1.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.2 34.8 28.9 74.3 34.5 17.3 64.9 35.9 34.5 138.1 30.9 22.2 LnGrp LOS E C C E C B E D C F C C Approach Vol, veh/h 1397 1223 1399 1136 Approach Delay, s/veh 41.3 39.7 41.6 69.6 Approach LOS D D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 25.0 30.8 12.2 33.9 22.3 33.5 14.0 32.1 Change Period (Y+Rc), s 4.6 5.8 4.6 6.5 4.6 5.8 4.6 * 6.5 Max Green Setting (Gmax), s 20.4 40.0 7.6 40.5 19.2 41.2 9.4 * 39 Max Q Clear Time (g_c+I1), s 22.4 18.3 8.7 20.5 17.7 12.0 10.2 16.5 Green Ext Time (p_c), s 0.0 6.7 0.0 6.9 0.1 4.4 0.0 6.0 Intersection Summary HCM 6th Ctrl Delay 47.2 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.2-19 Timings Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 197 1455 66 966 66 36 29 25 Future Volume (vph) 197 1455 66 966 66 36 29 25 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)10.8 31.4 10.0 30.6 38.6 38.6 38.6 38.6 Total Split (%)13.5% 39.3% 12.5% 38.3% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)6.5 25.8 5.5 19.9 13.9 13.9 13.9 13.9 Actuated g/C Ratio 0.12 0.46 0.10 0.35 0.25 0.25 0.25 0.25 v/c Ratio 0.97 0.66 0.38 0.55 0.27 0.19 0.09 0.41 Control Delay 90.0 16.6 36.1 16.7 20.5 10.0 17.3 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.0 16.6 36.1 16.7 20.5 10.0 17.3 6.5 LOS F B D B C A B A Approach Delay 25.0 17.9 14.5 7.7 Approach LOS C B B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 56.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 20.8 Intersection LOS: C Intersection Capacity Utilization 72.3%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: Redwood Av. & Foothill Bl. (SR-66) 6.2-20 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 2: Redwood Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 197 1455 66 66 966 21 66 36 50 29 25 198 Future Volume (veh/h) 197 1455 66 66 966 21 66 36 50 29 25 198 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 201 1485 67 67 986 21 67 37 51 30 26 202 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000000000000 Cap, veh/h 226 2135 96 110 1859 40 241 152 209 367 39 305 Arrive On Green 0.12 0.42 0.42 0.06 0.36 0.36 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1810 5087 230 1810 5227 111 1171 723 997 1330 187 1452 Grp Volume(v), veh/h 201 1009 543 67 652 355 67 0 88 30 0 228 Grp Sat Flow(s),veh/h/ln 1810 1729 1859 1810 1729 1880 1171 0 1721 1330 0 1639 Q Serve(g_s), s 5.4 11.9 11.9 1.8 7.4 7.5 2.8 0.0 2.1 1.0 0.0 6.3 Cycle Q Clear(g_c), s 5.4 11.9 11.9 1.8 7.4 7.5 9.1 0.0 2.1 3.1 0.0 6.3 Prop In Lane 1.00 0.12 1.00 0.06 1.00 0.58 1.00 0.89 Lane Grp Cap(c), veh/h 226 1451 780 110 1230 668 241 0 361 367 0 344 V/C Ratio(X) 0.89 0.70 0.70 0.61 0.53 0.53 0.28 0.00 0.24 0.08 0.00 0.66 Avail Cap(c_a), veh/h 226 1753 942 197 1697 923 796 0 1177 998 0 1121 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.4 11.8 11.8 22.8 12.7 12.7 22.2 0.0 16.4 17.6 0.0 18.0 Incr Delay (d2), s/veh 31.6 0.9 1.7 2.0 0.4 0.7 0.6 0.0 0.3 0.1 0.0 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.4 3.8 0.7 2.2 2.4 0.8 0.0 0.8 0.3 0.0 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.0 12.8 13.6 24.8 13.1 13.4 22.8 0.0 16.7 17.7 0.0 20.2 LnGrp LOS D B B C B B C ABBAC Approach Vol, veh/h 1753 1074 155 258 Approach Delay, s/veh 17.6 13.9 19.3 19.9 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.6 27.1 15.0 10.8 23.9 15.0 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.4 25.2 34.0 6.2 24.4 34.0 Max Q Clear Time (g_c+I1), s 3.8 13.9 8.3 7.4 9.5 11.1 Green Ext Time (p_c), s 0.0 7.0 1.6 0.0 5.3 0.7 Intersection Summary HCM 6th Ctrl Delay 16.7 HCM 6th LOS B 6.2-21 Timings Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)69 1286 33 55 806 23 10 193 15 Future Volume (vph)69 1286 33 55 806 23 10 193 15 Turn Type Prot NA Perm Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 8 4 Detector Phase 522168844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 28.2 38.6 38.6 38.6 38.6 Total Split (s)10.3 31.8 31.8 9.6 31.1 38.6 38.6 38.6 38.6 Total Split (%)12.9% 39.8% 39.8% 12.0% 38.9% 48.3% 48.3% 48.3% 48.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.7 27.5 27.5 5.2 24.8 15.9 15.9 16.3 16.3 Actuated g/C Ratio 0.09 0.46 0.46 0.09 0.41 0.26 0.26 0.27 0.27 v/c Ratio 0.42 0.81 0.04 0.37 0.67 0.07 0.12 0.54 0.13 Control Delay 38.8 23.3 0.1 38.4 19.8 16.2 7.1 24.6 7.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.8 23.3 0.1 38.4 19.8 16.2 7.1 24.6 7.8 LOS D C A D B B A C A Approach Delay 23.5 20.8 9.8 20.6 Approach LOS C C A C Intersection Summary Cycle Length: 80 Actuated Cycle Length: 60.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 21.8 Intersection LOS: C Intersection Capacity Utilization 69.9%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Hemlock Av. & Foothill Bl. (SR-66) 6.2-22 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 3: Hemlock Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 69 1286 33 55 806 134 23 10 45 193 15 45 Future Volume (veh/h) 69 1286 33 55 806 134 23 10 45 193 15 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 72 1340 24 57 840 134 24 10 17 201 16 21 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 113 1624 709 98 1372 219 389 124 211 398 146 192 Arrive On Green 0.06 0.45 0.45 0.05 0.44 0.44 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 3610 1575 1810 3107 496 1393 632 1075 1405 745 978 Grp Volume(v), veh/h 72 1340 24 57 488 486 24 0 27 201 0 37 Grp Sat Flow(s),veh/h/ln 1810 1805 1575 1810 1805 1798 1393 0 1707 1405 0 1724 Q Serve(g_s), s 2.0 16.7 0.4 1.6 10.6 10.6 0.7 0.0 0.7 7.0 0.0 0.9 Cycle Q Clear(g_c), s 2.0 16.7 0.4 1.6 10.6 10.6 1.6 0.0 0.7 7.7 0.0 0.9 Prop In Lane 1.00 1.00 1.00 0.28 1.00 0.63 1.00 0.57 Lane Grp Cap(c), veh/h 113 1624 709 98 797 794 389 0 335 398 0 339 V/C Ratio(X) 0.64 0.83 0.03 0.58 0.61 0.61 0.06 0.00 0.08 0.51 0.00 0.11 Avail Cap(c_a), veh/h 201 1798 785 176 874 871 1037 0 1129 1051 0 1140 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.5 12.4 7.9 23.7 11.0 11.0 17.6 0.0 16.9 20.0 0.0 17.0 Incr Delay (d2), s/veh 2.2 3.0 0.0 2.0 1.1 1.1 0.1 0.0 0.1 1.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 5.0 0.1 0.6 3.0 3.0 0.2 0.0 0.3 2.2 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 25.7 15.4 7.9 25.8 12.1 12.1 17.7 0.0 17.0 21.0 0.0 17.1 LnGrp LOS C B A C BBBABCAB Approach Vol, veh/h 1436 1031 51 238 Approach Delay, s/veh 15.8 12.8 17.3 20.4 Approach LOS B B B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.4 29.3 14.7 7.8 28.9 14.7 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 5.0 25.6 34.0 5.7 24.9 34.0 Max Q Clear Time (g_c+I1), s 3.6 18.7 9.7 4.0 12.6 3.6 Green Ext Time (p_c), s 0.0 4.4 0.8 0.0 4.4 0.2 Intersection Summary HCM 6th Ctrl Delay 15.1 HCM 6th LOS B 6.2-23 HCM 6th TWSC Beech Logistics Center (JN 14726) 4: Beech Av. & Driveway 1 10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Intersection Int Delay, s/veh 6.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 34000 Future Vol, veh/h 0 34000 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 34000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 9 1 1 0 - 0 Stage 1 1 ----- Stage 2 8 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1017 1090 1635 - - - Stage 1 1028 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1015 1090 1635 - - - Mov Cap-2 Maneuver 1015 ----- Stage 1 1026 ----- Stage 2 1020 ----- Approach EB NB SB HCM Control Delay, s 8.3 7.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1635 - 1090 - - HCM Lane V/C Ratio 0.003 - 0.003 - - HCM Control Delay (s) 7.2 0 8.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 6.2-24 HCM 6th TWSC Beech Logistics Center (JN 14726) 5: Beech Av. & Driveway 2 10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Intersection Int Delay, s/veh 7.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 40 10 4 3 0 Future Vol, veh/h 0 40 10 4 3 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 43 11 4 3 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 29 3 3 0 - 0 Stage 1 3 ----- Stage 2 26 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 991 1087 1632 - - - Stage 1 1025 ----- Stage 2 1002 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 984 1087 1632 - - - Mov Cap-2 Maneuver 984 ----- Stage 1 1018 ----- Stage 2 1002 ----- Approach EB NB SB HCM Control Delay, s 8.5 5.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1632 - 1087 - - HCM Lane V/C Ratio 0.007 - 0.04 - - HCM Control Delay (s) 7.2 0 8.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 6.2-25 HCM 6th TWSC Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 16.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1431 67 118 967 6 54 0 131 22 0 21 Future Vol, veh/h 8 1431 67 118 967 6 54 0 131 22 0 21 Conflicting Peds, #/hr 0 04000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 -------- Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000000000 Mvmt Flow 9 1555 73 128 1051 7 59 0 142 24 0 23 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1058 0 0 1632 0 0 2396 2928 818 2107 2961 529 Stage 1 ------1614 1614 - 1311 1311 - Stage 2 ------7821314 - 796 1650 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 666 - - 403 - - ~ 18 15 323 30 15 499 Stage 1 ------111164-171231- Stage 2 ------358230-351158- Platoon blocked, % - - - - Mov Cap-1 Maneuver 666 - - 401 - - ~ 13 10 322 ~ 12 10 499 Mov Cap-2 Maneuver ------7275-4723- Stage 1 ------109161-169157- Stage 2 ------233157-193155- Approach EB WB NB SB HCM Control Delay, s 0.1 2 212 91.9 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)160 666 - - 401 - - 84 HCM Lane V/C Ratio 1.257 0.013 - - 0.32 - - 0.556 HCM Control Delay (s) 212 10.5 - - 18.1 - - 91.9 HCM Lane LOS F B - - C - - F HCM 95th %tile Q(veh) 11.6 0 - - 1.4 - - 2.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 6.2-26 Timings Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 238 1378 22 17 887 77 22 115 31 19 Future Volume (vph) 238 1378 22 17 887 77 22 115 31 19 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5221668844 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 28.2 9.6 27.8 27.8 38.4 38.4 26.6 26.6 Total Split (s)13.0 32.0 32.0 9.6 28.6 28.6 38.4 38.4 38.4 38.4 Total Split (%)16.3% 40.0% 40.0% 12.0% 35.8% 35.8% 48.0% 48.0% 48.0% 48.0% Yellow Time (s)3.6 5.2 5.2 3.6 4.8 4.8 4.4 4.4 4.4 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 5.8 5.8 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)8.6 32.7 32.7 5.1 21.3 21.3 14.4 14.4 Actuated g/C Ratio 0.14 0.54 0.54 0.08 0.35 0.35 0.24 0.24 v/c Ratio 0.98 0.74 0.03 0.12 0.74 0.13 0.45 0.47 Control Delay 84.1 17.7 0.0 32.3 23.3 4.4 19.8 8.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.1 17.7 0.0 32.3 23.3 4.4 19.8 8.4 LOS F B A C C A B A Approach Delay 27.2 21.9 19.8 8.4 Approach LOS C C B A Intersection Summary Cycle Length: 80 Actuated Cycle Length: 60.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 23.6 Intersection LOS: C Intersection Capacity Utilization 74.9%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 7: Sultana Av. & Foothill Bl. (SR-66) 6.2-27 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 7: Sultana Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 238 1378 22 17 887 77 22 115 47 31 19 181 Future Volume (veh/h) 238 1378 22 17 887 77 22 115 47 31 19 181 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 251 1451 22 18 934 52 23 121 22 33 20 60 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 295 1757 766 40 1247 556 104 251 42 142 83 152 Arrive On Green 0.16 0.49 0.49 0.02 0.35 0.35 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1810 3610 1574 1810 3610 1610 138 1423 238 292 471 864 Grp Volume(v), veh/h 251 1451 22 18 934 52 166 0 0 113 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1574 1810 1805 1610 1799 0 0 1627 0 0 Q Serve(g_s), s 6.9 17.7 0.4 0.5 11.8 1.1 0.3 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.9 17.7 0.4 0.5 11.8 1.1 4.2 0.0 0.0 3.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.14 0.13 0.29 0.53 Lane Grp Cap(c), veh/h 295 1757 766 40 1247 556 397 0 0 377 0 0 V/C Ratio(X) 0.85 0.83 0.03 0.45 0.75 0.09 0.42 0.00 0.00 0.30 0.00 0.00 Avail Cap(c_a), veh/h 295 1811 789 176 1600 714 1214 0 0 1084 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 20.9 11.3 6.9 24.8 14.9 11.4 19.2 0.0 0.0 18.7 0.0 0.0 Incr Delay (d2), s/veh 19.3 3.2 0.0 2.9 1.5 0.1 0.7 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 5.1 0.1 0.2 3.9 0.3 1.6 0.0 0.0 1.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.2 14.5 6.9 27.8 16.3 11.5 19.9 0.0 0.0 19.1 0.0 0.0 LnGrp LOS D B A C BBBAABAA Approach Vol, veh/h 1724 1004 166 113 Approach Delay, s/veh 18.2 16.3 19.9 19.1 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 31.2 14.5 13.0 24.0 14.5 Change Period (Y+Rc), s 4.6 6.2 5.4 4.6 * 6.2 5.4 Max Green Setting (Gmax), s 5.0 25.8 33.0 8.4 * 23 33.0 Max Q Clear Time (g_c+I1), s 2.5 19.7 5.0 8.9 13.8 6.2 Green Ext Time (p_c), s 0.0 4.2 0.6 0.0 4.0 0.8 Intersection Summary HCM 6th Ctrl Delay 17.7 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.2-28 Timings Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)93 1395 24 819 125 27 56 69 9 Future Volume (vph)93 1395 24 819 125 27 56 69 9 Turn Type Prot NA Prot NA Perm Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 6 8 4 Detector Phase 521668844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (s)9.6 27.8 9.6 27.8 27.8 37.6 37.6 37.6 37.6 Total Split (%)12.8% 37.1% 12.8% 37.1% 37.1% 50.1% 50.1% 50.1% 50.1% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)5.5 31.4 5.5 20.0 20.0 14.2 14.2 Actuated g/C Ratio 0.11 0.62 0.11 0.39 0.39 0.28 0.28 v/c Ratio 0.54 0.51 0.14 0.66 0.20 0.27 0.33 Control Delay 41.4 12.7 29.0 18.5 4.5 13.9 12.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.4 12.7 29.0 18.5 4.5 13.9 12.8 LOS DBCBA B B Approach Delay 14.5 16.9 13.9 12.8 Approach LOS B B B B Intersection Summary Cycle Length: 75 Actuated Cycle Length: 51 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 15.2 Intersection LOS: B Intersection Capacity Utilization 58.4%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 8: Almeria Av. & Foothill Bl. (SR-66) 6.2-29 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 8: Almeria Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 93 1395 24 24 819 125 27 56 33 69 9 54 Future Volume (veh/h) 93 1395 24 24 819 125 27 56 33 69 9 54 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 106 1585 27 27 931 142 31 64 38 78 10 61 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 150 2274 39 58 1379 615 147 190 94 248 55 123 Arrive On Green 0.08 0.43 0.43 0.03 0.38 0.38 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1810 5252 89 1810 3610 1610 236 990 490 640 288 643 Grp Volume(v), veh/h 106 1043 569 27 931 142 133 0 0 149 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1884 1810 1805 1610 1716 0 0 1571 0 0 Q Serve(g_s), s 2.5 10.7 10.7 0.6 9.4 2.6 0.0 0.0 0.0 0.5 0.0 0.0 Cycle Q Clear(g_c), s 2.5 10.7 10.7 0.6 9.4 2.6 2.8 0.0 0.0 3.3 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 0.23 0.29 0.52 0.41 Lane Grp Cap(c), veh/h 150 1497 816 58 1379 615 430 0 0 426 0 0 V/C Ratio(X) 0.71 0.70 0.70 0.47 0.68 0.23 0.31 0.00 0.00 0.35 0.00 0.00 Avail Cap(c_a), veh/h 207 1743 949 207 1819 812 1366 0 0 1247 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.5 10.1 10.1 20.8 11.2 9.1 15.4 0.0 0.0 15.6 0.0 0.0 Incr Delay (d2), s/veh 2.9 1.0 1.9 2.2 0.6 0.2 0.4 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.7 3.1 0.3 2.6 0.6 1.1 0.0 0.0 1.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.4 11.1 11.9 22.9 11.9 9.3 15.8 0.0 0.0 16.1 0.0 0.0 LnGrp LOS C B B C BABAABAA Approach Vol, veh/h 1718 1100 133 149 Approach Delay, s/veh 12.0 11.8 15.8 16.1 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.0 24.7 13.0 8.2 22.5 13.0 Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6 Max Green Setting (Gmax), s 5.0 22.0 33.0 5.0 22.0 33.0 Max Q Clear Time (g_c+I1), s 2.6 12.7 5.3 4.5 11.4 4.8 Green Ext Time (p_c), s 0.0 6.2 0.9 0.0 4.7 0.8 Intersection Summary HCM 6th Ctrl Delay 12.3 HCM 6th LOS B 6.2-30 Timings Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)52 1414 48 873 71 101 21 23 Future Volume (vph)52 1414 48 873 71 101 21 23 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 9.6 27.8 37.6 37.6 38.2 38.2 Total Split (s)11.2 31.8 10.0 30.6 38.2 38.2 38.2 38.2 Total Split (%)14.0% 39.8% 12.5% 38.3% 47.8% 47.8% 47.8% 47.8% Yellow Time (s)3.6 4.8 3.6 4.8 3.6 3.6 4.2 4.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 4.6 4.6 5.2 5.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)6.1 24.7 5.6 24.1 14.2 14.2 13.9 13.9 Actuated g/C Ratio 0.11 0.45 0.10 0.44 0.26 0.26 0.25 0.25 v/c Ratio 0.28 0.67 0.28 0.43 0.21 0.36 0.07 0.10 Control Delay 31.8 16.5 33.2 13.7 18.8 15.1 17.7 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.8 16.5 33.2 13.7 18.8 15.1 17.7 11.7 LOS CBCBBBBB Approach Delay 17.0 14.7 16.2 13.6 Approach LOS BBBB Intersection Summary Cycle Length: 80 Actuated Cycle Length: 55.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 16.1 Intersection LOS: B Intersection Capacity Utilization 63.0%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 9: Tokay Av. & Foothill Bl. (SR-66) 6.2-31 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 9: Tokay Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 1414 49 48 873 42 71 101 69 21 23 22 Future Volume (veh/h) 52 1414 49 48 873 42 71 101 69 21 23 22 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 55 1488 52 51 919 44 75 106 73 22 24 23 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 98 2204 77 93 2158 103 393 209 144 282 178 170 Arrive On Green 0.05 0.43 0.43 0.05 0.43 0.43 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1810 5146 180 1810 5072 242 1380 1048 722 1224 892 855 Grp Volume(v), veh/h 55 1000 540 51 626 337 75 0 179 22 0 47 Grp Sat Flow(s),veh/h/ln 1810 1729 1868 1810 1729 1856 1380 0 1770 1224 0 1746 Q Serve(g_s), s 1.4 11.3 11.3 1.3 6.2 6.2 2.3 0.0 4.4 0.8 0.0 1.1 Cycle Q Clear(g_c), s 1.4 11.3 11.3 1.3 6.2 6.2 3.4 0.0 4.4 5.2 0.0 1.1 Prop In Lane 1.00 0.10 1.00 0.13 1.00 0.41 1.00 0.49 Lane Grp Cap(c), veh/h 98 1481 800 93 1472 790 393 0 353 282 0 348 V/C Ratio(X) 0.56 0.68 0.68 0.55 0.43 0.43 0.19 0.00 0.51 0.08 0.00 0.14 Avail Cap(c_a), veh/h 246 1852 1000 201 1766 948 1073 0 1225 870 0 1187 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.4 11.2 11.2 22.5 9.8 9.8 17.4 0.0 17.3 19.6 0.0 16.0 Incr Delay (d2), s/veh 1.9 0.7 1.3 1.9 0.2 0.4 0.2 0.0 1.1 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 3.1 3.4 0.5 1.6 1.8 0.7 0.0 1.7 0.2 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.3 11.9 12.5 24.4 10.0 10.2 17.6 0.0 18.5 19.7 0.0 16.2 LnGrp LOS C B B C ABBABBAB Approach Vol, veh/h 1595 1014 254 69 Approach Delay, s/veh 12.5 10.8 18.2 17.3 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.1 26.6 14.9 7.2 26.5 14.9 Change Period (Y+Rc), s 4.6 5.8 5.2 4.6 5.8 * 5.2 Max Green Setting (Gmax), s 5.4 26.0 33.0 6.6 24.8 * 34 Max Q Clear Time (g_c+I1), s 3.3 13.3 7.2 3.4 8.2 6.4 Green Ext Time (p_c), s 0.0 7.5 0.3 0.0 5.3 1.3 Intersection Summary HCM 6th Ctrl Delay 12.5 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.2-32 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 298 996 193 290 746 119 200 671 140 521 Future Volume (vph) 298 996 193 290 746 119 200 671 140 521 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Protected Phases 5 2 1 6 3874 Permitted Phases 2 6 Detector Phase 5221663874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 27.8 9.6 34.4 9.6 34.4 Total Split (s)18.6 28.0 28.0 19.0 28.4 28.4 13.6 35.7 12.3 34.4 Total Split (%)19.6% 29.5% 29.5% 20.0% 29.9% 29.9% 14.3% 37.6% 12.9% 36.2% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Act Effct Green (s)14.0 22.2 22.2 14.4 22.6 22.6 9.0 26.5 7.7 25.2 Actuated g/C Ratio 0.15 0.24 0.24 0.16 0.25 0.25 0.10 0.29 0.08 0.28 v/c Ratio 1.12 1.18 0.37 1.06 0.87 0.25 1.17 0.81 0.96 0.67 Control Delay 128.3 126.2 6.7 110.1 45.5 6.2 159.5 35.8 108.2 31.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 128.3 126.2 6.7 110.1 45.5 6.2 159.5 35.8 108.2 31.5 LOS FFAFDAFDFC Approach Delay 111.1 57.6 60.4 45.4 Approach LOS F E E D Intersection Summary Cycle Length: 95 Actuated Cycle Length: 91.3 Natural Cycle: 115 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.18 Intersection Signal Delay: 74.1 Intersection LOS: E Intersection Capacity Utilization 91.1%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 6.2-33 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 298 996 193 290 746 119 200 671 133 140 521 112 Future Volume (veh/h) 298 996 193 290 746 119 200 671 133 140 521 112 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 310 1038 121 302 777 89 208 699 128 146 543 111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 284 898 400 292 914 408 182 838 153 156 778 159 Arrive On Green 0.16 0.25 0.25 0.16 0.25 0.25 0.10 0.28 0.28 0.09 0.26 0.26 Sat Flow, veh/h 1810 3610 1610 1810 3610 1610 1810 3047 558 1810 2987 608 Grp Volume(v), veh/h 310 1038 121 302 777 89 208 414 413 146 327 327 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1805 1610 1810 1805 1800 1810 1805 1790 Q Serve(g_s), s 14.0 22.2 5.4 14.4 18.3 3.9 9.0 19.2 19.3 7.2 14.6 14.7 Cycle Q Clear(g_c), s 14.0 22.2 5.4 14.4 18.3 3.9 9.0 19.2 19.3 7.2 14.6 14.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.31 1.00 0.34 Lane Grp Cap(c), veh/h 284 898 400 292 914 408 182 497 495 156 470 467 V/C Ratio(X) 1.09 1.16 0.30 1.03 0.85 0.22 1.14 0.83 0.83 0.94 0.70 0.70 Avail Cap(c_a), veh/h 284 898 400 292 914 408 182 613 611 156 586 582 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 33.5 27.2 37.4 31.7 26.3 40.1 30.4 30.4 40.5 29.8 29.8 Incr Delay (d2), s/veh 80.3 82.9 0.4 61.9 7.7 0.3 109.3 8.0 8.1 52.4 2.6 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.2 19.3 2.0 11.0 8.4 1.5 9.4 9.0 9.0 5.3 6.3 6.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 118.0 116.4 27.7 99.3 39.4 26.6 149.5 38.5 38.6 93.0 32.4 32.6 LnGrp LOS F F C F D C F D D F C C Approach Vol, veh/h 1469 1168 1035 800 Approach Delay, s/veh 109.4 53.9 60.8 43.6 Approach LOS F D E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.0 28.0 13.6 28.7 18.6 28.4 12.3 30.0 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 14.4 22.2 9.0 29.0 14.0 22.6 7.7 30.3 Max Q Clear Time (g_c+I1), s 16.4 24.2 11.0 16.7 16.0 20.3 9.2 21.3 Green Ext Time (p_c), s 0.0 0.0 0.0 3.0 0.0 1.2 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 71.9 HCM 6th LOS E 6.2-34 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 6.3: OPENING YEAR CUMULATIVE (2024) WITH PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet (Average Traffic Estimate Form) ___ ___ ___ ___TRAFFIC CONDITIONS DIST CO RTE PM CALC DATE Jurisdiction:City of Fontana CHK DATE Major Street:Beech Av.Critical Approach Speed (Major) 25 mph Minor Street:Driveway 1 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT =27 vpd Minor Street Future ADT =27 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or In built up area of isolated community of < 10,000 population …………….….…. Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 27 1 27 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 2 +9,600 6,720 3,200 2,240 1 2 +8,000 5,600 3,200 2,240 Satisfied Not Satisfied XX Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 27 1 27 12,000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 2 +14,400 10,080 1,600 1,120 1 2 +12,000 8,400 1,600 1,120 No one condition satisfied, but following conditions fulfilled 80% of more ….. A B 0% 0% Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. Minor Street Approach (One Direction Only) Minimum Requirements EADT Vehicles Per Day on Higher-Volume Major Street (Total of Both Approaches) Minor Street Approach Satisfied Not Satisfied XX CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches) Combination of CONDITIONS A + B 2 CONDITIONS 80% 2 CONDITIONS 80% Satisfied Not Satisfied XX (One Direction Only) Major Street Minor Street CONDITION B - Interruption of Continuous Traffic Vehicles Per Day on Major Street URBAN (U) URBAN RURAL Major Street Minor Street XX on Higher-Volume 2024 WP CS CS 10/12/22 10/12/22 (Based on Estimated Average Daily Traffic - See Note) 6.3-1 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-3. Warrant 3, Peak Hour Traffic Conditions = 2024 With Project Conditions - Weekday PM Peak Hour Major Street Name =Beech Avenue Total of Both Approaches (VPH) =4 Number of Approach Lanes on Major Street =1 Minor Street Name =Driveway 1 High Volume Approach (VPH) =3 Number of Approach Lanes On Minor Street =1 *Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane SIGNAL WARRANT NOT SATISFIED 0 100 200 300 400 500 600 700 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Mi n o r S t r e e t - H i g h e r - V o l u m e A p p r o a c h ( V P H ) Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 6.3-2 California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet (Average Traffic Estimate Form) ___ ___ ___ ___TRAFFIC CONDITIONS DIST CO RTE PM CALC DATE Jurisdiction:City of Fontana CHK DATE Major Street:Beech Av.Critical Approach Speed (Major) 25 mph Minor Street:Driveway 2 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT =240 vpd Minor Street Future ADT =186 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or In built up area of isolated community of < 10,000 population …………….….…. Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 240 1 186 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 2 +9,600 6,720 3,200 2,240 1 2 +8,000 5,600 3,200 2,240 Satisfied Not Satisfied XX Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 240 1 186 12,000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 2 +14,400 10,080 1,600 1,120 1 2 +12,000 8,400 1,600 1,120 No one condition satisfied, but following conditions fulfilled 80% of more ….. A B 3% 2% Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. 2024 WP CS 10/12/22 CS 10/12/22 URBAN (U) (Based on Estimated Average Daily Traffic - See Note) URBAN RURAL Minimum Requirements XX EADT CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume XX Major Street Minor Street Approach (Total of Both Approaches) (One Direction Only) Major Street Minor Street CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume on Major Street Minor Street Approach (Total of Both Approaches) (One Direction Only) Major Street Minor Street The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. Combination of CONDITIONS A + B 2 CONDITIONS 80% 2 CONDITIONS 80% Satisfied Not Satisfied XX 6.3-3 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-3. Warrant 3, Peak Hour Traffic Conditions = 2024 With Project Conditions - Weekday PM Peak Hour Major Street Name =Beech Avenue Total of Both Approaches (VPH) =17 Number of Approach Lanes on Major Street =1 Minor Street Name =Driveway 2 High Volume Approach (VPH) =40 Number of Approach Lanes On Minor Street =1 *Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane SIGNAL WARRANT NOT SATISFIED 0 100 200 300 400 500 600 700 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Mi n o r S t r e e t - H i g h e r - V o l u m e A p p r o a c h ( V P H ) Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 6.3-4 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 6.4: OPENING YEAR CUMULATIVE (2024) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank Timings Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)23 741 206 1563 42 0 5 0 Future Volume (vph)23 741 206 1563 42 0 5 0 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 37.6 37.6 37.6 37.6 Total Split (s)9.7 40.2 22.2 52.7 37.6 37.6 37.6 37.6 Total Split (%)9.7% 40.2% 22.2% 52.7% 37.6% 37.6% 37.6% 37.6% Yellow Time (s) 3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)5.2 32.7 13.5 47.6 13.8 13.8 Actuated g/C Ratio 0.07 0.43 0.18 0.63 0.18 0.18 v/c Ratio 0.21 0.58 0.73 0.80 0.48 0.03 Control Delay 42.8 19.9 45.0 17.2 12.9 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.8 19.9 45.0 17.2 12.9 0.2 LOS D B D B B A Approach Delay 20.5 20.4 12.9 0.2 Approach LOS C C B A Intersection Summary Cycle Length: 100 Actuated Cycle Length: 75.8 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 71.9%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 6: Beech Av. & Foothill Bl. (SR-66) 6.4-1 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 23 741 43 206 1563 25 42 0 123 5 0 6 Future Volume (veh/h) 23 741 43 206 1563 25 42 0 123 5 0 6 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 26 842 49 234 1776 28 48 0 140 6 0 7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %000000000000 Cap, veh/h 52 1602 93 281 2143 34 112 17 182 165 26 132 Arrive On Green 0.03 0.46 0.46 0.16 0.59 0.59 0.16 0.00 0.16 0.16 0.00 0.16 Sat Flow, veh/h 1810 3467 202 1810 3637 57 293 109 1171 559 169 850 Grp Volume(v), veh/h 26 438 453 234 880 924 188 0 0 13 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1864 1810 1805 1890 1572 0 0 1579 0 0 Q Serve(g_s), s 1.0 11.7 11.7 8.5 26.5 26.8 5.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.0 11.7 11.7 8.5 26.5 26.8 7.7 0.0 0.0 0.4 0.0 0.0 Prop In Lane 1.00 0.11 1.00 0.03 0.26 0.74 0.46 0.54 Lane Grp Cap(c), veh/h 52 834 861 281 1063 1113 312 0 0 323 0 0 V/C Ratio(X) 0.50 0.53 0.53 0.83 0.83 0.83 0.60 0.00 0.00 0.04 0.00 0.00 Avail Cap(c_a), veh/h 136 903 932 468 1235 1292 820 0 0 795 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 32.5 13.0 13.0 27.8 11.2 11.2 27.4 0.0 0.0 24.4 0.0 0.0 Incr Delay (d2), s/veh 2.8 0.5 0.5 2.4 4.2 4.2 1.9 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 3.8 3.9 3.5 8.1 8.5 3.0 0.0 0.0 0.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.4 13.5 13.5 30.3 15.4 15.4 29.3 0.0 0.0 24.5 0.0 0.0 LnGrp LOS D B B C B B C A A C A A Approach Vol, veh/h 917 2038 188 13 Approach Delay, s/veh 14.1 17.1 29.3 24.5 Approach LOS B B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.2 37.6 15.2 6.5 46.3 15.2 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 17.6 34.0 33.0 5.1 46.5 33.0 Max Q Clear Time (g_c+I1), s 10.5 13.7 2.4 3.0 28.8 9.7 Green Ext Time (p_c), s 0.2 4.9 0.0 0.0 11.3 1.2 Intersection Summary HCM 6th Ctrl Delay 17.0 HCM 6th LOS B 6.4-2 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 183 513 166 247 883 163 561 140 642 Future Volume (vph) 183 513 166 247 883 163 561 140 642 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 163874 Permitted Phases 2 Detector Phase 522163874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 9.6 34.4 9.6 34.4 Total Split (s)20.0 46.6 46.6 19.4 46.0 19.0 35.7 18.3 35.0 Total Split (%)16.7% 38.8% 38.8% 16.2% 38.3% 15.8% 29.8% 15.3% 29.2% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)14.5 39.4 39.4 12.5 37.4 13.3 29.8 12.2 28.7 Actuated g/C Ratio 0.13 0.34 0.34 0.11 0.33 0.12 0.26 0.11 0.25 v/c Ratio 0.85 0.43 0.26 0.68 0.88 0.82 0.71 0.77 0.92 Control Delay 81.0 30.7 5.1 59.5 46.0 80.1 43.6 76.4 57.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 81.0 30.7 5.1 59.5 46.0 80.1 43.6 76.4 57.8 LOS F C A E D F D E E Approach Delay 36.5 48.7 51.1 60.6 Approach LOS D D D E Intersection Summary Cycle Length: 120 Actuated Cycle Length: 114.5 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 49.3 Intersection LOS: D Intersection Capacity Utilization 85.7%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 6.4-3 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 183 513 166 247 883 91 163 561 68 140 642 140 Future Volume (veh/h) 183 513 166 247 883 91 163 561 68 140 642 140 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 193 540 91 260 929 65 172 591 55 147 676 136 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000000000 Cap, veh/h 224 1249 557 328 1081 76 203 899 84 177 764 154 Arrive On Green 0.12 0.35 0.35 0.09 0.32 0.32 0.11 0.27 0.27 0.10 0.26 0.26 Sat Flow, veh/h 1810 3610 1610 3510 3422 239 1810 3339 310 1810 2995 602 Grp Volume(v), veh/h 193 540 91 260 490 504 172 319 327 147 407 405 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1755 1805 1857 1810 1805 1844 1810 1805 1792 Q Serve(g_s), s 11.0 12.1 4.1 7.7 26.9 26.9 9.8 16.6 16.6 8.4 22.9 22.9 Cycle Q Clear(g_c), s 11.0 12.1 4.1 7.7 26.9 26.9 9.8 16.6 16.6 8.4 22.9 22.9 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.17 1.00 0.34 Lane Grp Cap(c), veh/h 224 1249 557 328 570 586 203 486 497 177 461 457 V/C Ratio(X) 0.86 0.43 0.16 0.79 0.86 0.86 0.85 0.66 0.66 0.83 0.88 0.89 Avail Cap(c_a), veh/h 264 1395 622 492 687 707 247 518 529 235 506 502 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.4 26.5 23.9 46.8 33.9 33.9 46.0 34.2 34.2 46.8 37.8 37.8 Incr Delay (d2), s/veh 19.4 0.2 0.1 2.7 9.3 9.0 17.5 2.8 2.7 13.2 15.8 16.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.0 5.0 1.5 3.4 12.6 12.9 5.3 7.4 7.6 4.3 11.8 11.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 64.7 26.8 24.1 49.5 43.2 43.0 63.5 37.0 37.0 59.9 53.6 53.9 LnGrp LOS E CCDDDEDDEDD Approach Vol, veh/h 824 1254 818 959 Approach Delay, s/veh 35.4 44.4 42.6 54.7 Approach LOS DDDD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.5 42.3 16.4 32.3 17.7 39.1 14.9 33.8 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 14.8 40.8 14.4 29.6 15.4 40.2 13.7 30.3 Max Q Clear Time (g_c+I1), s 9.7 14.1 11.8 24.9 13.0 28.9 10.4 18.6 Green Ext Time (p_c), s 0.2 3.7 0.1 2.0 0.1 4.4 0.1 2.9 Intersection Summary HCM 6th Ctrl Delay 44.7 HCM 6th LOS D 6.4-4 Timings Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)8 1431 118 967 54 0 22 0 Future Volume (vph)8 1431 118 967 54 0 22 0 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5216 8 4 Permitted Phases 8 4 Detector Phase 52168844 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 28.2 9.6 28.2 37.6 37.6 37.6 37.6 Total Split (s)9.6 49.8 12.6 52.8 37.6 37.6 37.6 37.6 Total Split (%)9.6% 49.8% 12.6% 52.8% 37.6% 37.6% 37.6% 37.6% Yellow Time (s) 3.6 5.2 3.6 5.2 3.6 3.6 3.6 3.6 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Act Effct Green (s)5.1 44.0 8.1 55.2 14.3 14.3 Actuated g/C Ratio 0.06 0.54 0.10 0.67 0.17 0.17 v/c Ratio 0.08 0.85 0.72 0.44 0.55 0.15 Control Delay 42.0 23.1 61.9 9.2 18.6 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.0 23.1 61.9 9.2 18.6 2.5 LOS D C E A B A Approach Delay 23.2 14.9 18.6 2.5 Approach LOS C B B A Intersection Summary Cycle Length: 100 Actuated Cycle Length: 82 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 19.4 Intersection LOS: B Intersection Capacity Utilization 73.0%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 6: Beech Av. & Foothill Bl. (SR-66) 6.4-5 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 6: Beech Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8 1431 67 118 967 6 54 0 131 22 0 21 Future Volume (veh/h) 8 1431 67 118 967 6 54 0 131 22 0 21 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 9 1555 73 128 1051 7 59 0 142 24 0 23 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %000000000000 Cap, veh/h 21 1860 87 163 2235 15 124 18 182 177 24 119 Arrive On Green 0.01 0.53 0.53 0.09 0.61 0.61 0.16 0.00 0.16 0.16 0.00 0.16 Sat Flow, veh/h 1810 3511 164 1810 3676 24 356 107 1113 612 145 725 Grp Volume(v), veh/h 9 797 831 128 516 542 201 0 0 47 0 0 Grp Sat Flow(s),veh/h/ln 1810 1805 1870 1810 1805 1896 1576 0 0 1482 0 0 Q Serve(g_s), s 0.4 26.4 26.8 4.9 11.2 11.2 6.1 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.4 26.4 26.8 4.9 11.2 11.2 8.6 0.0 0.0 1.6 0.0 0.0 Prop In Lane 1.00 0.09 1.00 0.01 0.29 0.71 0.51 0.49 Lane Grp Cap(c), veh/h 21 956 990 163 1098 1153 324 0 0 319 0 0 V/C Ratio(X) 0.43 0.83 0.84 0.79 0.47 0.47 0.62 0.00 0.00 0.15 0.00 0.00 Avail Cap(c_a), veh/h 127 1107 1147 204 1183 1243 788 0 0 744 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.9 14.1 14.2 31.7 7.6 7.6 28.4 0.0 0.0 25.5 0.0 0.0 Incr Delay (d2), s/veh 5.2 4.9 5.0 11.6 0.3 0.3 1.9 0.0 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 9.2 9.6 2.5 2.9 3.1 3.4 0.0 0.0 0.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.1 19.0 19.2 43.3 8.0 7.9 30.3 0.0 0.0 25.7 0.0 0.0 LnGrp LOS D B B D A A C A A C A A Approach Vol, veh/h 1637 1186 201 47 Approach Delay, s/veh 19.2 11.8 30.3 25.7 Approach LOS B B C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 43.9 16.2 5.4 49.4 16.2 Change Period (Y+Rc), s 4.6 6.2 4.6 4.6 6.2 4.6 Max Green Setting (Gmax), s 8.0 43.6 33.0 5.0 46.6 33.0 Max Q Clear Time (g_c+I1), s 6.9 28.8 3.6 2.4 13.2 10.6 Green Ext Time (p_c), s 0.0 8.9 0.2 0.0 6.9 1.2 Intersection Summary HCM 6th Ctrl Delay 17.2 HCM 6th LOS B 6.4-6 Timings Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph) 298 996 193 290 746 200 671 140 521 Future Volume (vph) 298 996 193 290 746 200 671 140 521 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 163874 Permitted Phases 2 Detector Phase 522163874 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 9.6 34.4 9.6 34.4 Total Split (s)27.0 47.7 47.7 17.9 38.6 20.0 38.4 16.0 34.4 Total Split (%)22.5% 39.8% 39.8% 14.9% 32.2% 16.7% 32.0% 13.3% 28.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 4.4 3.6 4.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s)21.5 40.6 40.6 12.6 31.6 14.9 31.0 11.0 27.1 Actuated g/C Ratio 0.19 0.35 0.35 0.11 0.27 0.13 0.27 0.10 0.23 v/c Ratio 0.93 0.82 0.29 0.79 0.92 0.90 0.88 0.85 0.79 Control Delay 80.8 41.1 6.1 66.8 56.2 88.4 51.2 91.7 48.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.8 41.1 6.1 66.8 56.2 88.4 51.2 91.7 48.3 LOS FDAEEFDFD Approach Delay 44.5 58.9 58.6 56.1 Approach LOS D E E E Intersection Summary Cycle Length: 120 Actuated Cycle Length: 115.7 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 53.5 Intersection LOS: D Intersection Capacity Utilization 88.5%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 10: Citrus Av. & Foothill Bl. (SR-66) 6.4-7 HCM 6th Signalized Intersection Summary Beech Logistics Center (JN 14726) 10: Citrus Av. & Foothill Bl. (SR-66)10/12/2022 Opening Year Cumulative (2024) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 298 996 193 290 746 119 200 671 133 140 521 112 Future Volume (veh/h) 298 996 193 290 746 119 200 671 133 140 521 112 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 310 1038 121 302 777 89 208 699 128 146 543 111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 339 1271 567 364 877 100 237 800 146 175 681 139 Arrive On Green 0.19 0.35 0.35 0.10 0.27 0.27 0.13 0.26 0.26 0.10 0.23 0.23 Sat Flow, veh/h 1810 3610 1610 3510 3264 374 1810 3047 558 1810 2987 608 Grp Volume(v), veh/h 310 1038 121 302 430 436 208 414 413 146 327 327 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1755 1805 1833 1810 1805 1800 1810 1805 1790 Q Serve(g_s), s 18.5 28.8 5.8 9.3 25.2 25.2 12.4 24.2 24.2 8.7 18.8 19.0 Cycle Q Clear(g_c), s 18.5 28.8 5.8 9.3 25.2 25.2 12.4 24.2 24.2 8.7 18.8 19.0 Prop In Lane 1.00 1.00 1.00 0.20 1.00 0.31 1.00 0.34 Lane Grp Cap(c), veh/h 339 1271 567 364 485 492 237 474 473 175 411 408 V/C Ratio(X) 0.92 0.82 0.21 0.83 0.89 0.89 0.88 0.87 0.87 0.84 0.80 0.80 Avail Cap(c_a), veh/h 368 1374 613 424 538 546 253 541 539 187 475 472 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.9 32.4 25.0 48.4 38.6 38.7 47.0 38.8 38.9 48.9 40.1 40.1 Incr Delay (d2), s/veh 24.7 3.7 0.2 10.0 15.3 15.1 25.0 13.4 13.5 23.7 8.0 8.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.3 12.5 2.2 4.4 12.7 12.8 7.1 12.1 12.1 5.0 9.0 9.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.6 36.2 25.2 58.4 53.9 53.8 72.0 52.2 52.4 72.6 48.1 48.5 LnGrp LOS E D C E D D E D D E D D Approach Vol, veh/h 1469 1168 1035 800 Approach Delay, s/veh 42.1 55.0 56.3 52.7 Approach LOS D E E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 44.5 19.0 30.5 25.2 35.4 15.2 34.3 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 13.3 41.9 15.4 29.0 22.4 32.8 11.4 33.0 Max Q Clear Time (g_c+I1), s 11.3 30.8 14.4 21.0 20.5 27.2 10.7 26.2 Green Ext Time (p_c), s 0.1 5.3 0.0 2.4 0.1 2.4 0.0 2.7 Intersection Summary HCM 6th Ctrl Delay 50.7 HCM 6th LOS D 6.4-8 Beech Logistics Center Traffic Analysis 14726-05 TA Report APPENDIX 8.1: VMT ANALYSIS Beech Logistics Center Traffic Analysis 14726-05 TA Report This Page Intentionally Left Blank 14726-01 VMT.docx July 6, 2022 Mr. Peter Schafer Ares Management LLC 4675 MacArthur Court, Suite 625 Newport Beach, CA 92660 BEECH LOGISTICS CENTER (MCN22-059) VEHICLE MILES TRAVELED (VMT) SCREENING EVALUATION Mr. Peter Schafer, The following VMT Screening Evaluation has been prepared for the proposed Beech Logistics Center (MCN22-059) development (Project), which is located north of Foothill Boulevard and west of Beech Avenue in the City of Fontana. PROJECT OVERVIEW It is our understanding that the Project is to consist of a single 168,759 square foot warehouse building. A preliminary site plan for the proposed Project is shown on Exhibit 1. EXHIBIT 1: PRELIMINARY SITE PLAN 8.1-1 Mr. Peter Schafer Ares Management LLC July 6, 2022 Page 2 of 4 14726-01 VMT.docx BACKGROUND Changes to California Environmental Quality Act (CEQA) Guidelines were adopted in December 2018, which require all lead agencies to adopt VMT as a replacement for automobile delay-based level of service (LOS) as the measure for identifying transportation impacts for land use projects. This statewide mandate went into effect July 1, 2020. To aid in this transition, the Governor’s Office of Planning and Research (OPR) released a Technical Advisory on Evaluating Transportation Impacts in CEQA (December of 2018) (Technical Advisory) (1). Based on OPR’s Technical Advisory, specific procedures for complying with the new CEQA requirements for VMT analysis, the City of Fontana has adopted their Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (City Guidelines) (2), which documents the City’s VMT analysis methodology and approved impact thresholds. The VMT screening evaluation presented in this report has been developed based on the adopted City Guidelines. PROJECT SCREENING The City Guidelines describe specific “screening thresholds” that can be used to identify when a proposed land use project is anticipated to result in a less than significant impact without conducting a more detailed project level VMT analysis. For the purposes of this analysis, the initial VMT screening process has been conducted with the SBCTA VMT Screening Tool (Screening Tool), which uses screening criteria consistent with the screening thresholds recommended in the City Guidelines. Screening thresholds are described in the following four steps: • Step 1: Transit Priority Area (TPA) Screening • Step 2: Low VMT Area Screening • Step 3: Local Serving Project Type Screening • Step 4: Project net daily trips less than 500 ADT Consistent with City Guidelines, a land use project needs only to satisfy one of the above screening thresholds to result in a less than significant impact. STEP 1: TPA SCREENING Consistent with guidance identified in the City Guidelines, projects located within a Transit Priority Area (TPA) (i.e., within ½ mile of an existing “major transit stop”1 or an existing stop along a “high- quality transit corridor”2) may be presumed to have a less than significant impact absent 1 Pub. Resources Code, § 21064.3 (“‘Major transit stop’ means a site containing an existing rail transit station, a ferry terminal served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods.”). 2 Pub. Resources Code, § 21155 (“For purposes of this section, a high-quality transit corridor means a corridor with fixed route bus service with service intervals no longer than 15 minutes during peak commute hours.”). 8.1-2 Mr. Peter Schafer Ares Management LLC July 6, 2022 Page 3 of 4 14726-01 VMT.docx substantial evidence to the contrary. However, the presumption may not be appropriate if a project: • Has a Floor Area Ratio (FAR) of less than 0.75; • Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking); • Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead agency, with input from the Metropolitan Planning Organization); or • Replaces affordable residential units with a smaller number of moderate- or high-income residential units. Based on the Screening Tool results presented in Attachment A, the Project site is located within ½ mile of an existing major transit stop, or along a high-quality transit corridor. However, the Project as designed does not meet the secondary criteria. TPA screening criteria is not met. STEP 2: LOW VMT AREA SCREENING As noted in the City Guidelines, “Residential and office projects located within a low VMT- generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment-related and mixed-use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service population that is similar to the existing land uses in the low VMT area.” 3 The Screening Tool uses the sub-regional San Bernardino County Transportation Analysis Model (SBTAM) to measure VMT performance within San Bernardino County for individual traffic analysis zones (TAZ’s) within each city. The Project’s physical location based on APN is input into the Screening Tool to determine the VMT generated within the respective TAZ as compared to the jurisdictional average inclusive of a particular threshold (i.e., 15% below baseline County of San Bernardino VMT per service population). Based on the Screening Tool results, the Project is not located within a low VMT generating zone as compared to the City’s adopted threshold of 15% below baseline County of San Bernardino VMT per service population. (See Attachment A). Low VMT Area screening criteria is not met. STEP 3: LOCAL SERVING PROJECT TYPE SCREENING The City Guidelines identify that local serving retail with buildings less than 50,000 square feet or other local serving essential services (e.g., day care centers, public schools, medical/dental office buildings, etc.) are presumed to have a less than significant impact absent substantial evidence 3 City Guidelines; Page 12. 8.1-3 Mr. Peter Schafer Ares Management LLC July 6, 2022 Page 4 of 4 14726-01 VMT.docx to the contrary. The proposed Project is not considered a local serving use based on the examples provided in the City Guidelines.4 Low Project Type screening criteria is not met. STEP 4: PROJECT NET DAILY TRIPS LESS THAN 500 ADT SCREENING Projects that generate fewer than 500 net average daily trips (ADT) (stated in actual vehicles) are deemed to not cause a substantial increase in the total citywide or regional VMT and are therefore presumed to have a less than significant impact on VMT. Substantial evidence in support of this daily trip threshold is documented in the City Guidelines.5 The trip generation rates used for this analysis are based on the trip generation statistics published in the Institute of Transportation Engineer (ITE) Trip Generation Manual (11th Edition, 2021) (3). The proposed Project is estimated to generate 426 vehicle trip-ends per day, which would not exceed the City’s screening threshold of 500 ADT (See Attachment B). Project net daily trips less than 500 ADT screening criteria is met. CONCLUSION Based on our findings, the Project was found to meet the project net daily trips less than 500 ADT screening criteria. Therefore, the Project would result in a less than significant impact for VMT; no further VMT analysis required. If you have any questions, please contact me directly at aso@urbanxroads.com. Respectfully submitted, URBAN CROSSROADS, INC. Alexander So Senior Associate 4 City Guidelines; Page 13. 5 City Guidelines; Appendix B. 8.1-4 14726-01 VMT.docx REFERENCES 1. Office of Planning and Research. Technical Advisory on Evaluating Transportation Impacts in CEQA. State of California : s.n., December 2018. 2. City of Fontana Traffic Engineering Division. Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment. City of Fontana : s.n., October 2020. 3. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021. 8.1-5 14726-01 VMT.docx ATTACHMENT A SBCTA VMT SCREENING TOOL 8.1-6 14726-01 VMT.docx 8.1-7 14726-01 VMT.docx ATTACHMENT B PROJECT TRIP GENERATION 8.1-8 14726-01 VMT.docx TABLE 1: PROJECT TRIP GENERATION RATES TABLE 2: PROJECT TRIP GENERATION SUMMARY ITE LU AM Peak Hour PM Peak Hour Land Use1 Units2 Code In Out Total In Out Total Actual Vehicle Trip Generation Rates General Light Industrial3 TSF 110 0.651 0.089 0.740 0.091 0.559 0.650 4.870 Passenger Cars 0.645 0.085 0.730 0.086 0.554 0.640 4.620 2-Axle Trucks 0.001 0.001 0.002 0.001 0.001 0.002 0.042 3-Axle Trucks 0.001 0.001 0.002 0.001 0.001 0.002 0.052 4+-Axle Trucks 0.004 0.002 0.006 0.003 0.003 0.006 0.157 Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks 0.002 0.001 0.003 0.003 0.002 0.005 0.100 3-Axle Trucks 0.002 0.002 0.004 0.003 0.003 0.006 0.124 4+-Axle Trucks 0.007 0.006 0.013 0.010 0.009 0.019 0.376 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet 3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type. Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks. Daily 8.1-9 Beech Logistics Center Traffic Analysis 14726-03 TA Report This Page Intentionally Left Blank