Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Appendix H1 - Traffic Impact Analysis (TIA) Enclave at North Fontana
THE ENCLAVE AT NORTH FONTANA RESIDENTIAL TRAFFIC IMPACT ANALYSIS SEPTEMBER 2, 2025 PREPARED FOR: NORTH FONTANA INVESTMENT COMPANY, LLC 1156 N. Mountain Avenue Upland, California 91786 PREPARED BY: translutions, inc. 17632 Irvine Boulevard, Suite 200 Tustin, California 92780 (949) 656-3131 translutionsthe transportation solu tions company... The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ....................................................................................................................................... 1 1.1 LOS Analysis Summary ..................................................................................................................................... 1 1.2 Circulation Improvements Summary .......................................................................................................... 1 2.0 INTRODUCTION ..................................................................................................................................................... 2 2.1 Purpose of Traffic Study and Study Objectives ..................................................................................... 2 2.2 Project Location & Study Area ...................................................................................................................... 2 2.3 Analysis Scenarios .............................................................................................................................................. 2 3.0 PROJECT DESCRIPTION ................................................................................................................................... 6 3.1 Project Trip Generation .................................................................................................................................... 6 3.2 Project Trip Distribution & Assignment ..................................................................................................... 6 4.0 LOS DEFINITIONS, PROCEDURES, AND THRESHOLDS ................................................................... 6 4.1 Levels of Service .................................................................................................................................................. 6 4.2 Levels of Service Standards ........................................................................................................................... 6 4.3 Determination of Effects ................................................................................................................................. 12 5.0 VOLUME DEVELOPMENT METHODOLOGY ............................................................................................ 12 5.1 Existing Traffic Volumes ................................................................................................................................. 12 5.2 Opening Year (2026) Without Project Traffic Volumes .................................................................... 12 5.3 Future Year (2050) Without Project Traffic Volumes ........................................................................ 12 5.4 With Project Traffic Volumes ........................................................................................................................ 13 6.0 EXISTING CONDITIONS ................................................................................................................................... 13 6.1 Existing Roadway Conditions ....................................................................................................................... 13 6.2 Existing Transit Service .................................................................................................................................. 13 6.3 Existing Bicycle & Pedestrian Facilities .................................................................................................. 16 6.4 Existing Levels of Service .............................................................................................................................. 16 7.0 OPENING YEAR (2026) CONDITIONS ........................................................................................................ 16 7.1 Opening Year (2026) Roadway Conditions ............................................................................................ 16 7.2 Opening Year (2026) Transit Service ....................................................................................................... 16 7.3 Opening Year (2026) Pedestrian & Bicycle Facilities ....................................................................... 16 7.4 Opening Year (2026) Without Project Levels of Service .................................................................. 16 7.5 Opening Year (2026) With Project Levels of Service ........................................................................ 25 8.0 FUTURE YEAR (2050) CONDITIONS .......................................................................................................... 25 8.1 Future Year (2050) Roadway Conditions ................................................................................................ 25 8.2 Future Year (2050) Transit Service ........................................................................................................... 25 8.3 Future Year (2050) Pedestrian & Bicycle Facilities ........................................................................... 25 8.4 Future Year (2050) Without Project Levels of Service ...................................................................... 25 8.5 Future Year (2050) With Project Levels of Service ............................................................................ 25 9.0 CIRCULATION IMPROVEMENTS ................................................................................................................. 31 9.1 Opening Year (2026) With Project Circulation Improvements ...................................................... 31 9.2 Future Year (2050) With Project Circulation Improvements .......................................................... 31 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 10.0 GATE STACKING ANALYSIS ......................................................................................................................... 31 11.0 SUMMARY & CONCLUSIONS ........................................................................................................................ 37 APPENDICES Appendix A: Approved Scoping Agreement Appendix B: Traffic Counts Appendix C: Detailed Volume Development Worksheets Appendix D: Level of Service Worksheets Appendix E: Gate Stacking Study FIGURES AND TABLES FIGURES Figure 1: Regional Project Location ................................................................................................................................................ 3 Figure 2: Site Plan .......................................................................................................................................................................... 4 Figure 3: Study Area Intersections ................................................................................................................................................. 5 Figure 4: Project Trip Distribution (Outbound) ................................................................................................................................ 8 Figure 5: Project Trip Distribution (Inbound) ................................................................................................................................... 9 Figure 6: Project Trip Assignment ................................................................................................................................................ 10 Figure 7: City of Fontana Hierarchy of Streets ............................................................................................................................. 14 Figure 8: Transit Routes ............................................................................................................................................................... 15 Figure 9: Existing Bike Lanes ....................................................................................................................................................... 17 Figure 10: Existing Pedestrian Facilities ....................................................................................................................................... 18 Figure 11: Existing Intersection Geometrics and Stop Control ..................................................................................................... 19 Figure 12: Existing Peak Hour Traffic Volumes ............................................................................................................................ 20 Figure 13: City of Fontana Proposed Bike Lanes ......................................................................................................................... 22 Figure 14: Opening Year (2026) Without Project Peak Hour Traffic Volumes .............................................................................. 23 Figure 15: Opening Year (2026) With Project Intersection Geometrics and Stop Control ............................................................ 26 Figure 16: Opening Year (2026) With Project Peak Hour Traffic Volumes ................................................................................... 27 Figure 17: Future Year (2050) Without Project Peak Hour Traffic Volumes ................................................................................. 28 Figure 18: Future Year (2050) With Project Peak Hour Traffic Volumes ...................................................................................... 30 Figure 19: Year (2026) and Future Year (2050) With Project With Improvements Intersection Geometrics and Stop Control..... 33 TABLES Table A: Project Trip Generation .................................................................................................................................................... 7 Table B: Intersection LOS Criteria ................................................................................................................................................ 11 Table C: Existing Levels of Service .............................................................................................................................................. 21 Table D: Opening Year (2026) Without and With Project Levels of Service ................................................................................. 24 Table E: Future Year (2050) Without and With Project Levels of Service .................................................................................... 29 Table F: Opening Year (2026) With Project With Improvements Levels of Service ...................................................................... 32 Table G: Fair Share Contribution Calculations ............................................................................................................................. 34 Table H: Future Year (2050) With Project With Improvements Levels of Service ........................................................................ 35 Table I: Gate Stacking For Inbound Vehicles at Alley A & Curtis Avenue (PM Peak Hour) .......................................................... 36 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 1 1.0 EXECUTIVE SUMMARY The following Executive Summary includes a summary of the LOS analysis prepared for the proposed Enclave at North Fontana residential development project. 1.1 LOS Analysis Summary The City’s General Plan recommends a LOS standard of LOS C. Intersections which are forecast to operate at unsatisfactory conditions shall be identified as cumulatively deficient intersections. The intersections exceeding the City’s LOS C standard are included below. Existing Conditions The following intersection is currently operating at deficient LOS under existing conditions: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). Opening Year (2026) Without Project Conditions The following intersection is forecast to operate at deficient LOS under opening year (2026) without project conditions: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). Opening Year (2026) With Project Conditions The following intersection is forecast to operate at deficient LOS under opening year (2026) with project conditions: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). Future Year (2050) Without Project Conditions The following intersection is forecast to operate at deficient LOS under future year (2050) without project conditions: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). Future Year (2050) With Project Conditions The following intersection is forecast to operate at deficient LOS under future year (2050) with project conditions: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). 1.2 Circulation Improvements Summary The City’s General Plan recommends a LOS standard of LOS C. Circulation improvements have been recommended for intersections where the LOS standard is not met. Opening Year (2026) With Project Conditions The following circulation improvements have been recommended under opening year (2026) with project conditions: Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn. Future Year (2050) With Project Conditions The following circulation improvements have been recommended under future year (2050) with project conditions: Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn. 1 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 2 2.0 INTRODUCTION This report presents the methodology, findings and conclusions of the Traffic Impact Analysis (TIA) prepared for the proposed Enclave at North Fontana residential development project. The proposed project site is located on the northeast corner of Catawba Avenue and Curtis Avenue in the City of Fontana. The project proposes the construction of 84 multi- family dwelling units and 69 single-family dwelling units. 2.1 Purpose of Traffic Study and Study Objectives This report is intended to satisfy the requirements for a TIA established by the City of Fontana Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, October 2020 (Guidelines) and the San Bernardino County Congestion Management Program (CMP), adopted November 3, 1993, and last revised in 2016. The San Bernardino County CMP is implemented by the San Bernardino County Transportation Authority (SBCTA, previously San Bernardino Associated Governments). The City has adopted vehicle LOS policies that set standards for which local agency infrastructure will strive to maintain. These policies are contained in the General Plan and apply to discretionary approvals of new land use and transportation projects. The city guidelines require analysis of off-site intersections potentially affected by the project, which the City defines as intersections at which the project is forecast to add 50 or more peak hour trips (two-way). This report evaluates six intersections and project driveways under five analysis scenarios. The analysis intersections were approved by the city during the scoping process and is included in Appendix A. In addition, this report also evaluates alternative modes of travel in the vicinity of the project. 2.2 Project Location & Study Area As stated earlier, the project is located on the northeast corner of Catawba Avenue and Curtis Avenue in the City of Fontana. Figure 1 shows the regional location of the project. Figure 2 illustrates the site plan of the proposed project. Based on the trip generation and trip distribution of the proposed project, and based on discussion with City staff, this report analyzes the following intersections for traffic operations: 1.Catawba Avenue-Alley B & Curtis Avenue. 2.Alley A & Curtis Avenue. 3.Citrus Avenue & Curtis Avenue. 4.Citrus Avenue & Sierra Lakes Parkway. 5.Citrus Avenue & SR-210 Westbound Ramps. 6.Citrus Avenue & SR-210 Eastbound Ramps. Figure 3 illustrates the study intersections included in the analysis. 2.3 Analysis Scenarios Based on the City guidelines, this report analyzes traffic conditions for the following scenarios: 1.Existing Conditions (This scenario determines the current baseline). 2.Opening Year (2026) Without Project Conditions (This scenario is based on interpolating traffic volumes from SBTAM). 3.Opening Year (2026) With Project Conditions. (This scenario adds project traffic to the opening year (2026) without project conditions). 4.Future Year (2050) Without Project Conditions. (This scenario is based on SBTAM. The future year is 20 years from opening day (2026) rounded up to the nearest multiple of 5 (2050). 5.Future Year (2050) With Project Conditions. (This scenario adds project traffic to the future year (2050) without project conditions). 2 3 Figure 2 The Enclave at North Fontana Site Plan the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis\Figure 2 Site Plan (5/1/2025) 4 5 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 6 Consistent with City guidelines, this report analyzes weekday a.m. and p.m. peak hour conditions. The a.m. peak hour is defined as the one hour of highest traffic volumes occurring between 7:00 and 9:00 a.m. The p.m. peak hour is defined as the one hour of highest traffic volumes occurring between 4:00 and 6:00 p.m. 3.0 PROJECT DESCRIPTION The project proposes the construction of 84 multi-family dwelling units and 69 single-family dwelling units. The project opening year is anticipated to be 2026. Access to The Enclave at North Fontana will be provided via new roadways that connect on Curtis Avenue. Alley B is a north-south roadway internal to the project and will connect via the north-leg at the existing intersection of Catawba Avenue and Curtis Avenue. This intersection is currently a one-way stop control and will become a two-way stop control with the completion of the project. It should be noted that this intersection will provide access for outbound project trips and full access for emergency vehicles. Alley A is a north-south roadway internal to the project and will connect on Curtis Avenue. This new intersection is the main access point to the project and will provide full-access ingress/egress to the project. Previously referenced Figure 2 illustrates the location of the project driveways. 3.1 Project Trip Generation The trip generation for the proposed project was developed based on rates from the Institute of Transportation Engineers’ (ITE) Trip Generation (11th Edition). The rates included are Land Use 210 “Single-Family Detached Housing” and Land Use 220 “Multifamily Housing (Low Rise) Not Close to Transit”. Table A shows the trip generation for the proposed project. As shown on Table A, the project is anticipated to generate 82 a.m. peak hour trips, 108 p.m. peak hour trips, and 1,217 daily trips. 3.2 Project Trip Distribution & Assignment The project trip distribution is based on local and regional destinations and with discussion with City staff. The project trip generation was applied to the trip distribution patterns for the project to develop the trip assignment for project trips. Figures 4 and 5 show the inbound and outbound trip distributions. Figure 6 shows the resulting trip assignment. 4.0 LOS DEFINITIONS, PROCEDURES, AND THRESHOLDS Level of service (LOS) is a measure of the quality of operational conditions within a traffic stream and is generally expressed in terms of such measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Levels range from A to F, with LOS A representing excellent (free flow) conditions and LOS F representing extreme congestion. Consistent to the guidelines, the Highway Capacity Manual (HCM) procedures have been used to evaluate levels of service. This section discusses the LOS definitions, procedures, and thresholds used in this report. 4.1 Levels of Service The analysis of traffic operations at intersections was conducted according to the Highway Capacity Manual 7th Edition (HCM) delay methodologies, which is described in the Highway Capacity Manual (Transportation Research Board, Washington, D.C., November 2016). Under the HCM methodology, LOS for signalized intersections is based on the average delay experienced by vehicles traveling through an intersection, whereas for unsignalized intersections, the LOS is based on the worst approach where the minor leg has a shared lane and on the worst movement where the minor leg has dedicated turn lanes. Table B presents a brief description of each level of service letter grade, as well as the range of delays associated with each grade. 4.2 Levels of Service Standards The City of Fontana has established a LOS standard of LOS C as the minimum level of service standard for intersection operations. Therefore, study intersections which are forecast to operate at unsatisfactory conditions (i.e. at LOS worse than LOS C for city intersections) will be identified as cumulatively deficient intersections. Caltrans uses LOS D as the minimum level of service standard. 6 the transportation solutions com pany... Land Use In Out Total In Out Total Daily Single-Family Residential Trip Generation Rates 1 0.18 0.52 0.70 0.59 0.35 0.94 9.43 Trip Generation 69 DU 13 35 48 41 24 65 651 Multifamily Housing (Low-Rise) Trip Generation Rates 2 0.10 0.30 0.40 0.32 0.19 0.51 6.74 Trip Generation 84 DU 8 26 34 27 16 43 566 Total Trip Generation 21 61 82 68 40 108 1,217 1 2 Trip generation based on rates for Land Use 220 - "Multifamily Housing (Low-Rise)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition). Notes: DU = Dwelling Unit Table A: Project Trip Generation A.M. Peak Hour P.M. Peak Hour Units Trip generation based on rates for Land Use 210 - "Single-Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition). Trip Gen\Trip Gen ITE 7 ZQ(15%)ZQ Q Z (10%)(20%)S (5%) (40%)\(10%)\ 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps Q 6 Citrus Ave & SR-210 EB Ramps FIGURE 4 XX%(YY%)Inbound%(Outbound%) Distribution The Enclave at North Fontana Project Trip Distribution (Outbound) (1 0 % ) (1 5 % ) (1 0 % ) (1 5 % ) (5 0 % ) (2 5 % ) (2 0 % ) (3 5 % ) (5 % ) (2 0 % ) the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis\Figure 4 Project Trip Distribution (Outbound) (5/1/2025) 8 [75%Z[10%[20% 25%25%SR 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps 25%S 6 Citrus Ave & SR-210 EB Ramps FIGURE 5 XX%(YY%)Inbound%(Outbound%) Distribution The Enclave at North Fontana Project Trip Distribution (Inbound) 25 % 55 % 45 % 20 % the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis\Figure 5 Project Trip Distribution (Inbound) (5/1/2025) 9 ZQ9/6 ZQ[16/51 ZQ[2/7 Z[4/14 5/17 5/17 S 12/8 SR 3/2 6/4 24/16 \6/4 \ 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps Q 5/17 S 6 Citrus Ave & SR-210 EB Ramps FIGURE 6 XX/YY AM/PM Peak Hour Project Trips The Enclave at North Fontana Project Trip Assignment 5/ 1 7 12 / 8 15 / 1 0 12 / 8 12 / 3 7 9/ 3 1 21 / 1 4 3/ 2 4/ 1 4 6/ 4 9/ 6 6/ 4 9/ 6 31 / 2 0 the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis\Figure 6 Project Trip Assignment (5/1/2025) 10 Unsignalized Signalized A This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable, or the cycle length is very short. If it is due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping. < 10 < 10 B This level is assigned when the volume-to-capacity ratio is low and either progression is highly favorable, or the cycle length is short. More vehicles stop than with LOS A. > 10 and ≤ 15 > 10 and ≤ 20 C This level is typically assigned when progression is favorable, or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. > 15 and ≤ 25 > 20 and ≤ 35 D This level is typically assigned when the volume-to-capacity ratio is high and either progression is ineffective, or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable. > 25 and ≤ 35 > 35 and ≤ 55 E This level is typically assigned when the volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent. > 35 and ≤ 50 > 55 and ≤ 80 F This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. > 50 > 80 Intersection Delay in SecondsLOSDescription of Drivers' Perception and Traffic Operation Table B: Intersection LOS Criteria P:\Lewis - The Enclave at North Fontana\Analysis\LOS Criteria\Int LOS Criteria 11 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 12 4.3 Determination of Effects The determination of deficient intersections is based on a comparison of without and with project levels of service for each analysis year. An intersection effect occurs if project traffic increases the average delay at an intersection by more than the thresholds identified below: LOS A/B: > 10.0 Seconds. LOS C: > 8.0 Seconds. LOS D: > 5.0 Seconds. LOS E: > 3.0 Seconds. LOS F: > 1.0 Seconds. The thresholds for LOS A, B, and C do not apply to projects consistent with the General Plan. 5.0 VOLUME DEVELOPMENT METHODOLOGY Forecast traffic volumes at study intersections were developed based on discussion with City staff. This section discusses the volume development methodology used to forecast future traffic volumes. 5.1 Existing Traffic Volumes Existing peak hour traffic volumes are based on peak hour intersection turning movement counts collected by Counts Unlimited Inc. in May 2024 and January 2025. The counts are included in Appendix B. Vehicle classification counts (e.g., passenger vehicle, 2-axle truck, 3-axle truck, and 4 or more axle trucks), were conducted at all existing study area intersections. Consistent with the City guidelines, PCE volumes at these intersections were calculated using a PCE factor of 2.0 for 2-axle trucks, 2.5 for 3-axle trucks, and 3.0 for trucks with 4 or more axles. Detailed volume development worksheets are included in Appendix C. 5.2 Opening Year (2026) Without Project Traffic Volumes Opening year (2026) without project peak hour traffic volumes were developed by interpolating existing and future year (2050) traffic volumes based on the SBTAM. Detailed volume development worksheets are included in Appendix C. 5.3 Future Year (2050) Without Project Traffic Volumes Future year (2050) without project traffic volumes were developed using the SBTAM PCE link volumes. The base year for the traffic model is 2016 and the forecast year is 2040. The difference between the modeled 2016 and 2040 peak period directional arterial traffic volumes (for each intersection approach and departure) was identified from loaded network model plots. This difference defines the growth in traffic over the 24-year period. This incremental growth in peak period approach and departure volumes were factored to develop the incremental change in peak hour volumes. The SBTAM uses a three-hour a.m. peak period and a four-hour p.m. peak period. Southern California Association of Governments (SCAG), the regional Metropolitan Transportation Organization (MPO) has established that the a.m. peak hour comprises 38 percent of the a.m. peak period and that the p.m. peak hour comprises 28 percent of the p.m. peak period. Therefore, the incremental changes in peak period volumes were multiplied by the appropriate factor to develop incremental changes in peak hour volumes. The incremental growth in approach and departure volumes between 2016 and 2040 was factored to reflect the forecast growth between the year of the ground counts (2024) and 2050. For this purpose, linear growth between 2016 and year 2040 was assumed. Since the increment between 2024 and 2050 is 26 years of the 24-year time span, a factor of 1.0833 (i.e., 26/24) was used. This forecast growth in approach and departure volumes was added to the 2024 ground counts, resulting in post-processed forecast year 2050 link volumes. Future year (2050) without project turn volumes were developed using existing turn volumes and the future approach and departure volumes, based on the methodologies contained in National Cooperative Highway Research Program Report (NCHRP) 255: Highway Traffic Data for Urbanized Area Project Planning and Design (Transportation Research Board, December 1982). At some locations, forecast turning movements were forecast to be less than those under existing conditions. This can be attributed to network improvements, planned transit, or changes in land use. Therefore, these turning movements 12 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 13 were adjusted by applying a growth factor of five percent. Detailed volume development worksheets are included in Appendix C. 5.4 With Project Traffic Volumes Traffic volumes for opening year (2026) and future year (2050) with project traffic volumes were developed by adding the project trip assignment to the corresponding without project peak hour traffic volumes. Detailed volume development worksheets are included in Appendix C. 6.0 EXISTING CONDITIONS This section discusses the existing transportation conditions in the study area. 6.1 Existing Roadway Conditions Regional access to the project site is provided by SR-210 to the south. Local access is provided by the following roadways: Citrus Avenue is oriented in the north-south direction and is a four-lane roadway with a raised median. On- street parking is prohibited. The posted speed limit on Citrus Avenue is 45 miles per hour. Citrus Avenue is classified as a Primary Highway north of Sierra Lakes Parkway and Major Highway between Sierra Lakes Parkway and Highland Avenue in the City’s General Plan. Curtis Avenue is oriented in the east-west direction and is a two-lane roadway. On-street parking is prohibited. The posted speed limit on Curtis Avenue is 40 miles per hour. Curtis Avenue is classified as a Collector Street in the City’s General Plan. Catawba Avenue is oriented in the north-south direction and is a two-lane roadway. On-street parking is prohibited. The posted speed limit on Catawba Avenue is 25 miles per hour. Catawba Avenue Street is classified as a Collector Street in the City’s General Plan. Sierra Lakes Parkway is oriented in the east-west direction and is a four-lane roadway east of Catawba Avenue. On-street parking is prohibited. The posted speed limit on Sierra Lakes Parkway is 40 miles per hour. Sierra Lakes Parkway is classified as a Primary Highway in the City’s General Plan. The City’s hierarchy of streets is illustrated in Figure 7. 6.2 Existing Transit Service Public transportation services within the City of Fontana and near the proposed project include bus transit service (Omnitrans) and commuter rail transportation (Metrolink). These services are further described below. Bus Service. Public transportation in the City of Fontana is provided by Omnitrans, which is the regional transit operator in San Bernardino County. The following transit routes operate near the project: Route 82 provides service near the project site. Route 82 serves Rancho Cucamonga and Sierra Lakes via Citrus Avenue, Curtis Avenue, Summit Avenue and Sierra Lakes Parkway. Route 82 operates at 60-minute headways Monday through Friday and 70-minute headways on the weekend. Major stops include the San Fontana Metrolink Transit Center and Ontario Mills Mall. Commuter Rail Service. Commuter rail service is provided by Metrolink, which is operated by the Southern California Regional Rail Authority (SCRRA). Metrolink train service is available between the counties of Ventura, Los Angeles, San Bernardino, Orange, Riverside, and north San Diego. The area is served by the San Bernardino Line, which runs east- west between the San Bernardino Station and the Los Angeles Union Station. The Fontana Station is the nearest Metrolink station to the project site and is approximately 3.5 miles from the project area. Figure 8 illustrates the transit lines within the project area. 13 FIGURE 7 The Enclave at North Fontana City of Fontana Hierarchy of Streets the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis\Figure 7 City of Fontana Hierarchy of Streets (5/1/2025)14 15 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 16 6.3 Existing Bicycle & Pedestrian Facilities The City’s bikeway network includes three types of facilities and are discussed below: Class I (Shared-Use Paths) A Class I bikeway is a shared-use path that allows for two-way off-street bicycle use and also may be used by pedestrians, skaters, wheelchair users, joggers, and other non-motorized users. Class II (Bicycle Lanes) A Class II bikeway is a bicycle lane that is a portion of the roadway that has been designated by striping, signing, and pavement markings for the preferential and exclusive use of bicyclists. Bicycle lanes are always located on both sides of the road (except one-way streets) and allow bicyclists to ride in the same direction as adjacent motor vehicle traffic. Class III (Bike Routes) Class III bikeways generally employ bikeway signage, and may also use pavement markings, to guide bicyclists to popular destinations on low-volume, bike-friendly roadways. Figure 9 illustrates the existing bike lanes within the project area. As shown in Figure 9, there are existing bike lanes on Citrus Avenue. Figure 10 illustrates the existing pedestrian facilities near the project. As illustrated in Figure 10, there are existing sidewalks on Curtis Avenue to the east and west of the project. 6.4 Existing Levels of Service An intersection level of service analysis was conducted for existing conditions to determine current circulation system performance. Figure 11 shows the existing lane geometrics and stop controls at the study intersections. Existing traffic volumes at study intersections are shown in Figure 12. Detailed volume development worksheets are included in Appendix C. The existing levels of service for the study area intersections are summarized in Table C. Level of service calculation worksheets are contained in Appendix D. As shown in Table C, all study area intersections are currently operating at satisfactory levels of service, with the exception of the following: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). 7.0 OPENING YEAR (2026) CONDITIONS This section discusses opening year transportation conditions in the study area. It is anticipated that the project will open in 2026. 7.1 Opening Year (2026) Roadway Conditions Opening year roadway conditions are assumed to be the same as those under existing conditions. 7.2 Opening Year (2026) Transit Service Transit service under opening year conditions is anticipated to remain the same as under existing conditions. 7.3 Opening Year (2026) Pedestrian & Bicycle Facilities Pedestrian and bicycle facilities under opening year conditions are anticipated to remain the same as under existing conditions. Figure 13 illustrates the proposed bike lanes throughout the city. As shown in Figure 13, there are proposed or planned bike lanes on Sierra Lakes Parkway, Casa Grande Avenue, Cypress Avenue, Sierra Avenue, Duncan Canyon Road, and Riverside Avenue within the study area. 7.4 Opening Year (2026) Without Project Levels of Service An intersection level of service analysis was conducted for opening year (2026) without project conditions to determine circulation system performance. Opening year (2026) without project traffic volumes at study intersections are shown in Figure 14. Detailed volume development worksheets are included in Appendix C. Opening year (2026) without project levels of service for the study area intersections are summarized in Table D. Level of service calculation worksheets are contained in Appendix D. As shown in Table D, all study area intersections are forecast to operate at satisfactory levels of service, with the exception of the following: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). 16 17 18 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps 6 Citrus Ave & SR-210 EB Ramps FIGURE 11 Legend Signal The Enclave at North Fontana Stop Sign Existing Intersection Geometrics and Stop Control af e cd vvtt b d wv aa c c e aacc xvvtt aacce aa c c e xvv ab e g accae the transportation solutions com pany... Future Intersection P:\Lewis - The Enclave at North Fontana\Analysis\Figure 11 Existing Intersection Geometrics and Stop Control 5/1/2025 19 [76/163 [324/335197/112 110/229 7/4T5/7 202/119 ZZQT340/448 ZT373/366 176/120 RY 181/129 40/52 SR24/56 SRY R 27/18 \141/77 \90/266 229/241 \ 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps Q 301/393 SY 3/2 403/321 \ 6 Citrus Ave & SR-210 EB Ramps FIGURE 12 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Enclave at North Fontana Existing Peak Hour Traffic Volumes 36 4 / 3 7 0 93 9 / 7 3 6 37 / 3 3 12 6 / 9 2 5/ 9 46 6 / 7 0 8 23 6 / 2 3 7 48 4 / 4 5 7 39 4 / 6 2 1 73 4 / 4 1 7 93 / 1 6 3 76 / 2 7 83 1 / 5 6 4 55 / 5 1 75 9 / 9 5 5 44 8 / 3 6 7 97 2 / 8 8 7 34 0 / 2 1 5 79 0 / 9 8 0 27 0 / 3 6 8 the transportation solutions com pany... Future Intersection P:\Lewis - The Enclave at North Fontana\Analysis\Figure 12 Existing Peak Hour Traffic Volumes (5/1/2025) 20 LOS Intersection Standard Jurisdiction Control Delay LOS Delay LOS 1: Catawba Ave-Alley B & Curtis Ave C Fontana TWSC 12.1 B 10.4 B 2: Curtis Ave & Alley A C Fontana TWSC 3: Citrus Ave & Curtis Ave C Fontana Signal 15.4 B 10.3 B 4: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 29.6 C 41.4 D * 5: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 23.3 C 17.4 B 6: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 25.1 C 23.5 C *Exceeds LOS Standard TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement. LOS = Level of Service Future Intersection Table C: Existing Levels of Service Without Project AM Peak Hour PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\LOS\Existing 21 FIGURE 13 The Enclave at North Fontana City of Fontana Proposed Bike Lanes the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis\Figure 13 City of Fontana Proposed Bike Lanes (5/7/2025)22 [77/168 [330/344198/112 110/230 7/4T5/7 203/119 ZZQT341/450 ZT383/368 177/120 RY 182/129 40/52 SR25/60 SRY R 27/18 \142/77 \90/267 230/242 \ 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps Q 304/397 SY 3/2 409/326 \ 6 Citrus Ave & SR-210 EB Ramps FIGURE 14 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Enclave at North Fontana Opening Year (2026) Without Project Peak Hour Traffic Volumes 37 7 / 3 7 5 97 2 / 7 4 6 37 / 3 3 12 6 / 9 2 5/ 9 47 9 / 7 5 2 23 7 / 2 3 9 49 6 / 4 9 3 39 6 / 6 2 3 77 8 / 4 2 9 95 / 1 6 5 76 / 2 7 88 0 / 5 8 1 57 / 5 3 76 6 / 9 8 4 45 4 / 3 7 5 10 0 7 / 8 9 7 34 8 / 2 1 7 79 8 / 1 0 1 0 27 1 / 3 7 1 the transportation solutions com pany... Future Intersection P:\Lewis - The Enclave at North Fontana\Analysis v2\Figure 14 Opening Year (2026) Without Project Peak Hour Traffic Volumes (9/2/2025) 23 LOS AM Peak Hour PM Peak Hour Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS 1: Catawba Ave-Alley B & Curtis Ave C Fontana TWSC 12.1 B 10.4 B 13.4 B 11.0 B 1.3 0.6 2: Curtis Ave & Alley A C Fontana TWSC 11.2 B 10.3 B -- 3: Citrus Ave & Curtis Ave C Fontana Signal 15.3 B 10.0 A 17.1 B 12.0 B 1.8 2.0 4: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 29.7 C 41.5 D * 29.9 C 41.5 D * 0.2 0.0 5: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 23.5 C 17.4 B 23.5 C 17.6 B -- 6: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 25.1 C 23.7 C 25.1 C 23.9 C -- *Exceeds LOS Standard TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement. LOS = Level of Service Table D: Opening Year (2026) Without and With Project Levels of Service Future Intersection AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Without Project With Project Change In Delay P:\Lewis - The Enclave at North Fontana\Analysis v2\LOS\Opening Year (2026) 24 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 25 7.5 Opening Year (2026) With Project Levels of Service An intersection level of service analysis was conducted for opening year (2026) with project conditions to determine circulation system performance. Opening year (2026) with project geometrics and stop controls at study intersections are shown in Figure 15. Opening year (2026) with project traffic volumes at study intersections are shown in Figure 16. Detailed volume development worksheets are included in Appendix C. Opening year (2026) with project levels of service for the study area intersections are summarized in Table D. Level of service calculation worksheets are contained in Appendix D. As shown in Table D, all study area intersections are forecast to operate at satisfactory levels of service, with the exception of the following: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). 8.0 FUTURE YEAR (2050) CONDITIONS This section discusses future year (2050) transportation conditions in the study area. 8.1 Future Year (2050) Roadway Conditions Future year (2050) roadway conditions are assumed to be the same as those under opening year conditions. 8.2 Future Year (2050) Transit Service Transit service under future year (2050) conditions are anticipated to remain the same as under opening year conditions. 8.3 Future Year (2050) Pedestrian & Bicycle Facilities Pedestrian and bicycle facilities under future year (2050) conditions are anticipated to remain the same as under opening year conditions. 8.4 Future Year (2050) Without Project Levels of Service An intersection level of service analysis was conducted for future year (2050) without project conditions to determine circulation system performance. Future year (2050) without project traffic volumes at study intersections are shown in Figure 17. Detailed volume development worksheets are included in Appendix C. Future year (2050) without project levels of service for the study area intersections are summarized in Table E. Level of service calculation worksheets are contained in Appendix D. As shown in Table E, all study area intersections are forecast to operate at satisfactory levels of service with the exception of the following: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). 8.5 Future Year (2050) With Project Levels of Service An intersection level of service analysis was conducted for future year (2050) with project conditions to determine circulation system performance. Future year (2050) with project traffic volumes at study intersections are shown in Figure 18. Detailed volume development worksheets are included in Appendix C. Future year (2050) with project levels of service for the study area intersections are summarized in Table E. Level of service calculation worksheets are contained in Appendix D. As shown in Table E, all study area intersections are forecast to operate at satisfactory levels of service with the exception of the following: Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour). 25 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps 6 Citrus Ave & SR-210 EB Ramps #### 111 FIGURE 15 Legend Signal The Enclave at North Fontana Stop Sign Opening Year (2026) With Project Intersection Geometrics and Stop Control af e cd vvtt y b z d d wv aa c c e aacc xvvtt aacce aa c c e xvv ab e faccaeb the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis\Figure 15 Opening Year (2026) With Project Intersection Geometrics and Stop Control 5/1/2025 26 [79/175 [334/358207/118 [16/51 110/230 7/4ZQT5/7 ZQ203/119 ZZQT341/450 ZT383/368 182/137 RY 5/17 S 52/60 SR25/60 SRY R 27/18 \188/133 166/93 \93/269 236/246 \ 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps Q 309/414 SY 3/2 409/326 \ 6 Citrus Ave & SR-210 EB Ramps FIGURE 16 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Enclave at North Fontana Opening Year (2026) With Project Peak Hour Traffic Volumes 6/ 4 9/ 6 6/ 4 9/ 6 31 / 2 0 39 2 / 3 8 5 98 4 / 7 5 4 37 / 3 3 13 8 / 1 2 9 5/ 9 47 9 / 7 5 2 23 7 / 2 3 9 50 5 / 5 2 4 39 6 / 6 2 3 79 9 / 4 4 3 98 / 1 6 7 80 / 4 1 88 0 / 5 8 1 57 / 5 3 76 6 / 9 8 4 45 4 / 3 7 5 10 0 7 / 8 9 7 36 0 / 2 2 5 80 3 / 1 0 2 7 27 1 / 3 7 1 the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis v2\Figure 16 Opening Year (2026) With Project Peak Hour Traffic Volumes (9/2/2025) 27 [89/227 [402/454207/118 116/240 10/4T5/7 212/125 ZZQT357/470 ZT509/389 185/126 RY 190/135 42/55 SR31/107 SRY R 27/18 \148/81 \95/279 240/253 \ 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps Q 336/445 SY 3/2 480/382 \ 6 Citrus Ave & SR-210 EB Ramps FIGURE 17 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Enclave at North Fontana Future Year (2050) Without Project Peak Hour Traffic Volumes 53 6 / 4 3 6 13 7 3 / 8 6 6 37 / 3 3 13 2 / 9 7 5/ 9 64 0 / 1 2 8 0 24 8 / 2 5 7 63 9 / 9 1 9 41 4 / 6 5 2 13 1 2 / 5 7 8 12 5 / 1 8 9 80 / 2 8 14 7 1 / 7 8 0 84 / 7 4 84 6 / 1 3 3 8 52 0 / 4 6 7 14 3 2 / 1 0 1 2 45 0 / 2 4 3 89 9 / 1 3 7 5 28 4 / 4 0 7 the transportation solutions com pany... Future Intersection P:\Lewis - The Enclave at North Fontana\Analysis v2\Figure 17 Future Year (2050) Without Project Peak Hour Traffic Volumes (9/2/2025) 28 LOS AM Peak Hour PM Peak Hour Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS 1: Catawba Ave-Alley B & Curtis Ave C Fontana TWSC 11.5 B 10.1 B 12.5 B 10.7 B 1.0 0.6 2: Curtis Ave & Alley A C Fontana TWSC 11.3 B 10.4 B - - 3: Citrus Ave & Curtis Ave C Fontana Signal 15.2 B 7.8 A 17.2 B 9.4 A 2.0 1.6 4: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 31.9 C 45.8 D * 32.4 C 45.9 D * 0.5 0.1 5: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 26.3 C 25.1 C 26.5 C 25.4 C -- 6: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 28.1 C 29.7 C 28.1 C 29.9 C -- *Exceeds LOS Standard TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement. LOS = Level of Service Future Intersection Table E: Future Year (2050) Without and With Project Levels of Service Without Project With Project Change In Delay AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\LOS\Future Year (2050) 29 [91/234 [406/468216/124 [16/51 116/240 10/4ZQT5/7 ZQ212/125 ZZQT357/470 ZT509/389 190/143 RY 5/17 S 54/63 SR31/107 SRY R 27/18 \196/139 172/97 \98/281 246/257 \ 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps Q 341/462 SY 3/2 480/382 \ 6 Citrus Ave & SR-210 EB Ramps FIGURE 18 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Enclave at North Fontana Future Year (2050) With Project Peak Hour Traffic Volumes 90 4 / 1 3 9 2 28 4 / 4 0 7 84 6 / 1 3 3 8 52 0 / 4 6 7 14 3 2 / 1 0 1 2 46 2 / 2 5 1 55 1 / 4 4 6 13 8 5 / 8 7 4 37 / 3 3 14 4 / 1 3 4 5/ 9 64 0 / 1 2 8 0 24 8 / 2 5 7 64 8 / 9 5 0 41 4 / 6 5 2 13 3 3 / 5 9 2 12 8 / 1 9 1 84 / 4 2 14 7 1 / 7 8 0 84 / 7 4 6/ 4 9/ 6 6/ 4 9/ 6 31 / 2 0 the transportation solutions com pany... P:\Lewis - The Enclave at North Fontana\Analysis v2\Figure 18 Future Year (2050) With Project Peak Hour Traffic Volumes (9/2/2025) 30 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 31 9.0 CIRCULATION IMPROVEMENTS Consistent with the City’s guidelines, circulation improvements have been recommended for every analysis location where the LOS standard is not met. In addition, only feasible circulation improvements have been recommended. These improvements can include conversion of stop control, signalization, changes to signal phasing, and/or addition of lanes as appropriate. 9.1 Opening Year (2026) With Project Circulation Improvements Under opening year (2026) with project conditions, the following circulation improvements are recommended: Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn. The resulting levels of service for opening year (2026) with project with improvement conditions are included in Table F. Figure 19 illustrates the recommended improvements. 9.2 Future Year (2050) With Project Circulation Improvements Under future year (2050) with project conditions, the following circulation improvements are recommended: Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn. A fair share calculation for this intersection is included in Table G. The resulting levels of service for future year (2050) with project with improvement conditions are included in Table H. Previously referenced Figure 19 illustrates the recommended improvements. 10.0 GATE STACKING ANALYSIS Electronic gates will be installed at the intersection of Alley A and Curtis Avenue to control access into the project. The site plan shown in Figure 2 illustrates the location of the electronic gates at the driveway. To determine if vehicles would exceed the storage space at the driveway, a gate stacking analysis was performed based on the methodology from Transportation and Land Development from the Institute of Transportation Engineers (ITE). The queuing formulas from ITE are included in Appendix E. The hourly service rate is used to determine the potential queueing that may occur at the traffic directory or gate. The site plan shows that there are sufficient entering widths to accommodate both a visitor and resident lane. The residents will bypass the visitors at the traffic directory and stop at the gate and usually use an electronic remote-control device to open the gate. The visitors will wait at the traffic directories which are operated by either entering a code or dialing a resident’s phone number. Therefore, the gate queuing will include two lanes, one for visitors stopped at the traffic directory and one for residents stopped at the gate entrance. The Hourly service rate capacity (vehicles per hour) of the electronic gates and visitor/residential service rates are based on data provided in a study from RK Engineering Group (Residential Electronic Gate Service Rate Study, 2016). The study is included in Appendix E. This study is based on field observations conducted at 13 existing gated residential communities. Based on the study, the peak inbound demand between residents and visitors is approximately 80 percent visitors and 20 percent residents. Furthermore, the hourly service rate for visitors is 115 vehicles per hour and 210 vehicles per hour for residents. These values were used to evaluate the gate queuing for the project. Table I shows the gate queuing at Alley A and Curtis Avenue during the p.m. peak hour. As shown in Table I, after applying the 80 percent/20 percent split to visitors and residents, the inbound demand rate is 54 vehicles for residents and 14 vehicles for visitors. The total gate queue length is 50 feet for residents and 25 feet for visitors. The site plan previously referenced in Figure 2 shows Alley A and Curtis Avenue has an available queue storage of approximately 80 feet for residents and 80 feet for visitors. The total gate queue length is 50 feet for residents and 25 feet for visitors. The site plan previously referenced in Figure 2 shows the gate queue lengths of 50 feet for residents and 25 feet for visitors will fit within the available storage lengths without causing vehicles to back-up onto Curtis Avenue. 31 LOS AM Peak Hour PM Peak Hour Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS 4: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 29.9 C 41.5 D * 25.1 C 34.8 C -4.8 -6.7 *Exceeds LOS Standard TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement. LOS = Level of Service AM Peak Hour PM Peak Hour Table F: Opening Year (2026) With Project With Improvements Levels of Service With Project With Project With Improvements Change In Delay AM Peak Hour PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\LOS\Opening Year (2026) MIT 32 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps 6 Citrus Ave & SR-210 EB Ramps #### 111 FIGURE 19 Legend Signal Stop Sign a Improvements The Enclave at North Fontana Year (2026) and Future Year (2050) With Project With Improvements Intersection Geometrics and Stop Control af e cd vvtt y b z d d wv aa c c e aacc xvvtt aacce aa c c e xvv ab e faccaeb the transportation solutions com pany... o o P:\Lewis - The Enclave at North Fontana\Analysis\Figure 19 Year (2026) and Future Year (2050) With Project With Improvements Intersection Geometrics and Stop Control 5/1/2025 33 the transportation solutions company... Total Project Project Total Project Project Intersection Exist 2050 P Growth Trips % Exist 2050 P Growth Trips % 4 . Citrus Ave & Sierra Lakes Pkwy 2,865 3,793 928 44 4.74% 3,349 4,306 957 60 6.27% 6.27% Table G: Fair Share Contribution Calculations AM Peak Hour PM Peak Hour Project Fair Share % Total Volume Total Volume P:\Lewis - The Enclave at North Fontana\Analysis v2\Fair Share\Fair Share 2050 (9/2/2025) 34 LOS AM Peak Hour PM Peak Hour Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS 4: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 32.4 C 45.9 D * 27.5 C 34.0 C -4.9 -11.9 *Exceeds LOS Standard TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement. LOS = Level of Service AM Peak Hour PM Peak Hour Table H: Future Year (2050) With Project With Improvements Levels of Service With Project With Project With Improvements Change In Delay AM Peak Hour PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\LOS\Future Year (2050) MIT 35 the transportation solutions company... Demand Rate (q)54 during p.m. peak hour 14 during p.m. peak hour Service Rate (Q)210.00 /hour 115.00 /hour No. of Service Positions (N)1 Lane 1 Lane No. of Storage Lanes (N1)1 Lane 1 Lane Probability of Not Exceeding Storage (P)0.05 0.05 Utilization Factor (p=q/N*Q)0.26 0.12 Q (M) Value 0.257142857 0.12173913 No. of Vehicles Being Served (N) 1 1 Calculated Rounded to Nearest Vehicle Calculated Rounded to Nearest Vehicle No. of Vehicles in Queue (M)0.21 1.00 0 0.00 Total Number of Vehicles (N+M)1.21 2.00 1.00 1.00 Total Length of Queue (In Feet) 30 50 25 25 The number of vehicles in queue is based on: (M = Ln (P) - Ln (Qm))/Ln (p))-1) from ITE's Transportation and Land Development methodology (1988) Table I: Gate Stacking For Inbound Vehicles at Alley A & Curtis Avenue (PM Peak Hour) Residents Visitors P:\Lewis - The Enclave at North Fontana\Analysis\Gate Stacking\Gate Stacking (4/30/2025)36 The Enclave at North Fontana Residential Traffic Impact Analysis September 2, 2025 37 11.0 SUMMARY & CONCLUSIONS The project proposes the construction of 84 multi-family dwelling units and 69 single-family dwelling units. The project opening year is anticipated to be 2026. Access to the project will be provided via two driveways. Access to The Enclave at North Fontana will be provided via new roadways that connect on Curtis Avenue. Alley B is a north-south roadway internal to the project and will connect via the north-leg at the existing intersection of Catawba Avenue and Curtis Avenue. This intersection is currently a one-way stop control and will become a two-way stop control with the completion of the project. It should be noted that this intersection will provide access for outbound project trips and full-access for emergency vehicles. Alley A is a north-south roadway internal to the project and will connect on Curtis Avenue. This new intersection is the main access point to the project and will provide full-access ingress/egress to the project. Under existing ,opening year (2026), and future year (2050) conditions, one intersection is forecast to operate at unsatisfactory levels of service. With the implementation of the circulation improvements, all intersections are forecast to operate at satisfactory levels of service. 37 The Enclave at North Fontana Residential Traffic Impact Analysis May 1, 2025 Appendix A APPENDIX A: APPROVED SCOPING AGREEMENT Traffic Impact Analysis -14- Al 2008 Preparation Guide 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. 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 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 trip discount is allowed for appropriate land uses . The trips at adjacent study area intersections and project driveways shall be indicated on a report figure. B.Trip Geographic Distribution:N % S % E % W % (attach exhibit for detailed assignment) C. Background Traffic Phase Year(s) _________________ Annual Ambient Growth Rate: % Other area projects to be analyzed: Model/Forecast methodology quirements for traffic he Riverside County Transportation This letter acknowledges the City of Fontana Engineering Department requirements for traffic impact analysis of the following project. The analysis must follow the SBCTA Congestion Management Plan (CMP) Guidelines Updated 2016. Traffic Impact Analysis -5- Preparation Guide D. Study intersections: 1. 2. 3. 4. 5. E. Study Roadway Segments: 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) 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. ATTACHMENT 1: The Enclave at North Fontana, City of Fontana the transportation solutions company... INTRODUCTION This scope of work proposes to evaluate the potential traffic and circulation impacts associated with the Enclave at North Fontana project located on the northeast corner of Catawba Avenue and Curtis Avenue in the City of Fontana. The project includes a mix of single-family and multi-family dwelling units. The City of Fontana Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 21, 2020) includes standardized criteria and established thresholds of significance for analyzing transportation impacts for CEQA. The City also maintains LOS policies as part of the General Plan and discretionary review process. Therefore, the following scope of work includes an evaluation of LOS and VMT impacts for the proposed project. PROJECT DESCRIPTION The project site is located at the northeast corner of Catawba Avenue and Curtis Avenue in the City of Fontana, California. The project includes the construction of the following: 69 Single-family Detached Dwelling Units. 84 Multi-Family Attached Units. Access to The Enclave at North Fontana will be provided via new roadways that connect on Curtis Avenue. Alley B is a north-south roadway internal to the project and will connect via the north-leg at the existing intersection of Catawba Avenue and Curtis Avenue. This intersection is currently a one-way stop control and will become a two-way stop control with the completion of the project. It should be noted that this intersection will provide access for outbound project trips and full-access for emergency vehicles. Alley A is a north-south roadway internal to the project and will connect on Curtis Avenue. This new intersection is the main access point to the project and will provide full-access ingress/egress to the project. Figure 1 illustrates the proposed site plan for the Enclave at North Fontana. STUDY AREA The study area is based on the City Guidelines, which requires the analysis of intersections with more than 50 peak hour project trips. The study area includes the following intersections: 1. Catawba Avenue-Alley B and Curtis Avenue. 2. Alley A and Curtis Avenue. 3. Citrus Avenue and Curtis Avenue. 4. Citrus Avenue and Sierra Lakes Parkway. 5. Citrus Avenue and SR-210 Westbound Ramps. 6. Citrus Avenue and SR-2120 Eastbound Ramps. The study area intersections are shown in Figure 2. The weekday peak hours to be analyzed are from 7:00 a.m. to 9:00 a.m. in the morning and 4:00 p.m. to 6:00 p.m. in the evening. The analysis of traffic operations and LOS during the a.m. and p.m. peak hours will be provided for the following analysis years: Existing Conditions. Opening Year Without Project Conditions. Opening Year With Project Conditions. Opening Year With Project Conditions With Mitigation (if necessary). Forecast Year Without Project Conditions. Forecast Year With Project Conditions. ATTACHMENT 1: The Enclave at North Fontana, City of Fontana the transportation solutions company... Forecast Year With Project Conditions With Mitigation (if necessary). PROJECT TRIP GENERATION Trip Generation Rates The trip generation for the proposed project was developed based on rates included in the Institute of Transportation Engineers’ (ITE) Trip Generation (11th Edition). The rates included are Land Use 210 “Single-Family Detached Housing” and Land Use 220 “Multifamily Housing (Low-Rise). Table A shows the total trip generation for the proposed project. As shown in Table A, the project is anticipated to generate 82 a.m. peak hour trips, 108 p.m. peak hour trips, and 1,217 daily trips. PROJECT TRIP DISTRIBUTION AND ASSIGNMENT Residential Trip Distribution and Assignment The trip distribution for the project is based on local and regional destinations. It should also be noted that Alley B will provide outbound access only. As such, all inbound traffic will enter the project through the main access point at Alley A and Curtis Avenue. The outbound trip distribution is shown in Figure 3. The inbound trip distribution is shown in Figure 4. The resulting trip assignment for the a.m. and p.m. peak hours are shown in Figure 5. EXISTING TRAFFIC VOLUMES Existing traffic conditions will be based on existing a.m. and p.m. peak period traffic counts. FUTURE TRAFFIC VOLUMES The opening day without project traffic volumes will be developed by interpolating between existing volumes and forecast year without project volumes. The forecast year volumes will be developed by using forecast volumes obtained from the SBTAM and will be post-processed using methodologies consistent with National Cooperative Highway Research Program Report 255 (NCHRP-255). INTERSECTION ANALYSIS METHODOLOGY Traffic volumes for existing, opening year, and forecast year conditions will be used to calculate levels of service at the study intersections using the HCM 7th Edition Methodology for unsignalized and signalized intersections using Synchro software. GATE STACKING ANALYSIS Electronic gates will be installed at the main access point located at Alley A and Curtis Avenue to control access into the project. The site plan shown in previously referenced Figure 1 illustrates the location of the electronic gate. To determine if vehicles would exceed the storage space at the main access point a gate stacking analysis will be performed using Transportation and Land Development from the Institute of Transportation Engineers (1988). In addition, the hourly rate capacity (vehicles per hour) of the electronic gates and visitor/residential service rates will be based on survey data of similar multi-family gated residential communities. VMT ANALYSIS A VMT analysis will be conducted based on the City guidelines using forecasting through the SBTAM model to determine if the project has a significant VMT impact. The analysis will include project generated VMT and project effect on VMT estimates for the project under baseline, baseline plus project, cumulative no project, and cumulative plus project conditions. The SBTAM will be modified to include the project socio-economic data. A model run will be ATTACHMENT 1: The Enclave at North Fontana, City of Fontana the transportation solutions company... conducted to calculate project VMT. The project generated VMT will be extracted from the travel demand forecasting model using the origin-destination trip matrix. The project effect on VMT will be estimated using a sub-regional boundary and extracting the total link-level VMT for both the no project and with project conditions. Attachments: Figure 1 – Site Plan Figure 2 – Study Area Intersections Table A – Project Trip Generation Figure 3 – Project Trip Distribution (Outbound) Figure 4 – Project Trip Assignment (Inbound) Figure 5 – Project Trip Assignment Figure 1 The Enclave at North Fontana Site Plan the transportation solutions company... P:\Lewis - The Enclave at North Fontana\Scope\Figure 1 Site Plan (6/14/2024) the transportation solutions company... Land Use In Out Total In Out Total Daily Single-Family Residential Trip Generation Rates 1 0.18 0.52 0.70 0.59 0.35 0.94 9.43 Trip Generation 69 DU 13 35 48 41 24 65 651 Multifamily Housing (Low-Rise) Trip Generation Rates 2 0.10 0.30 0.40 0.32 0.19 0.51 6.74 Trip Generation 84 DU 8 26 34 27 16 43 566 Total Trip Generation 21 61 82 68 40 108 1,217 1 2 Trip generation based on rates for Land Use 220 - "Multifamily Housing (Low-Rise)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition). Notes: DU = Dwelling Unit Table A: Project Trip Generation A.M. Peak Hour P.M. Peak Hour Units Trip generation based on rates for Land Use 210 - "Single-Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition). Trip Gen\Trip Gen ITE (15%) (10%)(20%)(5%) (40%)(10%) 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps 6 Citrus Ave & SR-210 EB Ramps FIGURE 3 XX(YY%)(Outbound%) Distribution The Enclave at North Fontana Project Trip Distribution (Outbound) (1 0 % ) (1 5 % ) (1 0 % ) (1 5 % ) (5 0 % ) (2 5 % ) (2 0 % ) (3 5 % ) (5 % ) (2 0 % ) the transportation solutions company... P:\Lewis - The Enclave at North Fontana\Scope\Project Trip Distribution (Outbound) (8/29/2024) 75%10%20% 25%25% 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps 25% 6 Citrus Ave & SR-210 EB Ramps FIGURE 4 XX%YY Inbound% Distribution The Enclave at North Fontana Project Trip Distribution (Inbound) 55 % 45 % 20 % 25 % the transportation solutions company... P:\Lewis - The Enclave at North Fontana\Scope\Project Trip Distribution (Inbound) (6/14/2024) 9/6 16/51 2/7 4/14 5/17 5/17 12/8 3/2 6/4 24/16 6/4 1 Catawba Ave-Alley B & Curtis Ave 2 Alley A & Curtis Ave 3 Citrus Ave & Curtis Ave 4 Citrus Ave & Sierra Lakes Pkwy 5 Citrus Ave & SR-210 WB Ramps 5/17 6 Citrus Ave & SR-210 EB Ramps FIGURE 5 XX/YY AM/PM Peak Hour Project Trips The Enclave at North Fontana Project Trip Assignment 5/ 1 7 12 / 8 15 / 1 0 12 / 8 12 / 3 7 9/ 3 1 21 / 1 4 3/ 2 4/ 1 4 6/ 4 9/ 6 6/ 4 9/ 6 31 / 2 0 the transportation solutions company... P:\Lewis - The Enclave at North Fontana\Scope\Project Trip Assignment (8/29/2024) The Enclave at North Fontana Residential Traffic Impact Analysis May 1, 2025 Appendix B APPENDIX B: TRAFFIC COUNTS File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 23 0 23 3 0 1 4 0 23 2 25 52 07:15 AM 0 0 0 0 3 32 0 35 1 0 3 4 0 29 3 32 71 07:30 AM 0 0 0 0 3 34 0 37 9 0 3 12 1 35 7 43 92 07:45 AM 0 0 0 0 2 35 0 37 6 0 1 7 0 41 3 44 88 Total 0 0 0 0 8 124 0 132 19 0 8 27 1 128 15 144 303 08:00 AM 0 0 0 0 0 74 0 74 13 0 1 14 0 42 8 50 138 08:15 AM 0 0 0 0 0 54 0 54 9 0 0 9 0 58 9 67 130 08:30 AM 0 0 0 0 0 14 0 14 5 0 0 5 0 43 4 47 66 08:45 AM 0 0 0 0 0 8 0 8 1 0 0 1 0 18 0 18 27 Total 0 0 0 0 0 150 0 150 28 0 1 29 0 161 21 182 361 Grand Total 0 0 0 0 8 274 0 282 47 0 9 56 1 289 36 326 664 Apprch %0 0 0 2.8 97.2 0 83.9 0 16.1 0.3 88.7 11 Total %0 0 0 0 1.2 41.3 0 42.5 7.1 0 1.4 8.4 0.2 43.5 5.4 49.1 Passenger Vehicles 0 0 0 0 8 273 0 281 45 0 9 54 1 283 35 319 654 % Passenger Vehicles 0 0 0 0 100 99.6 0 99.6 95.7 0 100 96.4 100 97.9 97.2 97.9 98.5 Large 2 Axle Vehicles 0 0 0 0 0 0 0 0 2 0 0 2 0 4 1 5 7 % Large 2 Axle Vehicles 0 0 0 0 0 0 0 0 4.3 0 0 3.6 0 1.4 2.8 1.5 1.1 3 Axle Vehicles 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 % 3 Axle Vehicles 0 0 0 0 0 0.4 0 0.4 0 0 0 0 0 0.7 0 0.6 0.5 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 3 34 0 37 9 0 3 12 1 35 7 43 92 07:45 AM 0 0 0 0 2 35 0 37 6 0 1 7 0 41 3 44 88 08:00 AM 0 0 0 0 0 74 0 74 13 0 1 14 0 42 8 50 138 08:15 AM 0 0 0 0 0 54 0 54 9 0 0 9 0 58 9 67 130 Total Volume 0 0 0 0 5 197 0 202 37 0 5 42 1 176 27 204 448 % App. Total 0 0 0 2.5 97.5 0 88.1 0 11.9 0.5 86.3 13.2 PHF .000 .000 .000 .000 .417 .666 .000 .682 .712 .000 .417 .750 .250 .759 .750 .761 .812 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 1 0 1 Ri g h t 0 Th r u 19 7 Le f t 5 Ou t To t a l In 18 1 20 2 38 3 Left 37 Thru 0 Right 5 Out TotalIn 32 42 74 Le f t 1 Th r u 17 6 Ri g h t 27 To t a l Ou t In 23 4 20 4 43 8 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 07:45 AM +0 mins.0 0 0 0 3 34 0 37 9 0 3 12 0 41 3 44 +15 mins.0 0 0 0 2 35 0 37 6 0 1 7 0 42 8 50 +30 mins.0 0 0 0 0 74 0 74 13 0 1 14 0 58 9 67 +45 mins.0 0 0 0 0 54 0 54 9 0 0 9 0 43 4 47 Total Volume 0 0 0 0 5 197 0 202 37 0 5 42 0 184 24 208 % App. Total 0 0 0 2.5 97.5 0 88.1 0 11.9 0 88.5 11.5 PHF .000 .000 .000 .000 .417 .666 .000 .682 .712 .000 .417 .750 .000 .793 .667 .776 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Passenger Vehicles Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 23 0 23 2 0 1 3 0 20 2 22 48 07:15 AM 0 0 0 0 3 32 0 35 1 0 3 4 0 29 3 32 71 07:30 AM 0 0 0 0 3 34 0 37 9 0 3 12 1 35 7 43 92 07:45 AM 0 0 0 0 2 35 0 37 6 0 1 7 0 41 3 44 88 Total 0 0 0 0 8 124 0 132 18 0 8 26 1 125 15 141 299 08:00 AM 0 0 0 0 0 74 0 74 13 0 1 14 0 42 8 50 138 08:15 AM 0 0 0 0 0 54 0 54 9 0 0 9 0 58 9 67 130 08:30 AM 0 0 0 0 0 13 0 13 4 0 0 4 0 41 3 44 61 08:45 AM 0 0 0 0 0 8 0 8 1 0 0 1 0 17 0 17 26 Total 0 0 0 0 0 149 0 149 27 0 1 28 0 158 20 178 355 Grand Total 0 0 0 0 8 273 0 281 45 0 9 54 1 283 35 319 654 Apprch %0 0 0 2.8 97.2 0 83.3 0 16.7 0.3 88.7 11 Total %0 0 0 0 1.2 41.7 0 43 6.9 0 1.4 8.3 0.2 43.3 5.4 48.8 Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 34 0 37 9 0 3 12 1 35 7 43 92 07:45 AM 0 0 0 0 2 35 0 37 6 0 1 7 0 41 3 44 88 08:00 AM 0 0 0 0 0 74 0 74 13 0 1 14 0 42 8 50 138 08:15 AM 0 0 0 0 0 54 0 54 9 0 0 9 0 58 9 67 130 Total Volume 0 0 0 0 5 197 0 202 37 0 5 42 1 176 27 204 448 % App. Total 0 0 0 2.5 97.5 0 88.1 0 11.9 0.5 86.3 13.2 PHF .000 .000 .000 .000 .417 .666 .000 .682 .712 .000 .417 .750 .250 .759 .750 .761 .812 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 1 0 1 Ri g h t 0 Th r u 19 7 Le f t 5 Ou t To t a l In 18 1 20 2 38 3 Left 37 Thru 0 Right 5 Out TotalIn 32 42 74 Le f t 1 Th r u 17 6 Ri g h t 27 To t a l Ou t In 23 4 20 4 43 8 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 3 34 0 37 9 0 3 12 1 35 7 43 +15 mins.0 0 0 0 2 35 0 37 6 0 1 7 0 41 3 44 +30 mins.0 0 0 0 0 74 0 74 13 0 1 14 0 42 8 50 +45 mins.0 0 0 0 0 54 0 54 9 0 0 9 0 58 9 67 Total Volume 0 0 0 0 5 197 0 202 37 0 5 42 1 176 27 204 % App. Total 0 0 0 2.5 97.5 0 88.1 0 11.9 0.5 86.3 13.2 PHF .000 .000 .000 .000 .417 .666 .000 .682 .712 .000 .417 .750 .250 .759 .750 .761 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 1 0 0 1 0 2 0 2 3 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 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 2 1 3 4 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 0 0 0 1 0 0 1 0 2 1 3 4 Grand Total 0 0 0 0 0 0 0 0 2 0 0 2 0 4 1 5 7 Apprch %0 0 0 0 0 0 100 0 0 0 80 20 Total %0 0 0 0 0 0 0 0 28.6 0 0 28.6 0 57.1 14.3 71.4 Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 0 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 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 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 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 1 0 1 1 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 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 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 1 0 1 0 0 0 0 0 2 0 2 3 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 0 33.3 0 33.3 0 0 0 0 0 66.7 0 66.7 Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 0 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 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 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 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 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 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 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch %0 0 0 0 0 0 0 0 0 0 0 0 Total % Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 0 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 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 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 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 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 23 0 25 9 0 2 11 0 19 7 26 62 04:15 PM 0 0 0 0 2 19 0 21 8 0 1 9 0 29 6 35 65 04:30 PM 0 0 0 0 1 25 0 26 14 0 0 14 0 36 6 42 82 04:45 PM 0 0 0 0 1 18 0 19 5 0 2 7 0 26 3 29 55 Total 0 0 0 0 6 85 0 91 36 0 5 41 0 110 22 132 264 05:00 PM 0 0 0 0 2 17 0 19 5 0 5 10 0 29 4 33 62 05:15 PM 0 0 0 0 2 31 0 33 9 0 2 11 0 26 4 30 74 05:30 PM 0 0 0 0 1 13 0 14 7 0 1 8 0 38 2 40 62 05:45 PM 0 0 0 0 0 16 0 16 6 0 1 7 0 33 4 37 60 Total 0 0 0 0 5 77 0 82 27 0 9 36 0 126 14 140 258 Grand Total 0 0 0 0 11 162 0 173 63 0 14 77 0 236 36 272 522 Apprch %0 0 0 6.4 93.6 0 81.8 0 18.2 0 86.8 13.2 Total %0 0 0 0 2.1 31 0 33.1 12.1 0 2.7 14.8 0 45.2 6.9 52.1 Passenger Vehicles 0 0 0 0 11 160 0 171 62 0 13 75 0 232 35 267 513 % Passenger Vehicles 0 0 0 0 100 98.8 0 98.8 98.4 0 92.9 97.4 0 98.3 97.2 98.2 98.3 Large 2 Axle Vehicles 0 0 0 0 0 2 0 2 0 0 1 1 0 3 1 4 7 % Large 2 Axle Vehicles 0 0 0 0 0 1.2 0 1.2 0 0 7.1 1.3 0 1.3 2.8 1.5 1.3 3 Axle Vehicles 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 % 3 Axle Vehicles 0 0 0 0 0 0 0 0 1.6 0 0 1.3 0 0.4 0 0.4 0.4 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 1 25 0 26 14 0 0 14 0 36 6 42 82 04:45 PM 0 0 0 0 1 18 0 19 5 0 2 7 0 26 3 29 55 05:00 PM 0 0 0 0 2 17 0 19 5 0 5 10 0 29 4 33 62 05:15 PM 0 0 0 0 2 31 0 33 9 0 2 11 0 26 4 30 74 Total Volume 0 0 0 0 6 91 0 97 33 0 9 42 0 117 17 134 273 % App. Total 0 0 0 6.2 93.8 0 78.6 0 21.4 0 87.3 12.7 PHF .000 .000 .000 .000 .750 .734 .000 .735 .589 .000 .450 .750 .000 .813 .708 .798 .832 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 91 Le f t 6 Ou t To t a l In 12 6 97 22 3 Left 33 Thru 0 Right 9 Out TotalIn 23 42 65 Le f t 0 Th r u 11 7 Ri g h t 17 To t a l Ou t In 12 4 13 4 25 8 Peak Hour Begins at 04:30 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 04:30 PM 04:30 PM 05:00 PM +0 mins.0 0 0 0 1 25 0 26 14 0 0 14 0 29 4 33 +15 mins.0 0 0 0 1 18 0 19 5 0 2 7 0 26 4 30 +30 mins.0 0 0 0 2 17 0 19 5 0 5 10 0 38 2 40 +45 mins.0 0 0 0 2 31 0 33 9 0 2 11 0 33 4 37 Total Volume 0 0 0 0 6 91 0 97 33 0 9 42 0 126 14 140 % App. Total 0 0 0 6.2 93.8 0 78.6 0 21.4 0 90 10 PHF .000 .000 .000 .000 .750 .734 .000 .735 .589 .000 .450 .750 .000 .829 .875 .875 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Passenger Vehicles Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 23 0 25 9 0 2 11 0 18 7 25 61 04:15 PM 0 0 0 0 2 18 0 20 8 0 1 9 0 29 6 35 64 04:30 PM 0 0 0 0 1 25 0 26 14 0 0 14 0 35 6 41 81 04:45 PM 0 0 0 0 1 18 0 19 5 0 2 7 0 25 3 28 54 Total 0 0 0 0 6 84 0 90 36 0 5 41 0 107 22 129 260 05:00 PM 0 0 0 0 2 17 0 19 5 0 5 10 0 29 4 33 62 05:15 PM 0 0 0 0 2 31 0 33 9 0 2 11 0 26 3 29 73 05:30 PM 0 0 0 0 1 13 0 14 7 0 1 8 0 38 2 40 62 05:45 PM 0 0 0 0 0 15 0 15 5 0 0 5 0 32 4 36 56 Total 0 0 0 0 5 76 0 81 26 0 8 34 0 125 13 138 253 Grand Total 0 0 0 0 11 160 0 171 62 0 13 75 0 232 35 267 513 Apprch %0 0 0 6.4 93.6 0 82.7 0 17.3 0 86.9 13.1 Total %0 0 0 0 2.1 31.2 0 33.3 12.1 0 2.5 14.6 0 45.2 6.8 52 Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 1 25 0 26 14 0 0 14 0 35 6 41 81 04:45 PM 0 0 0 0 1 18 0 19 5 0 2 7 0 25 3 28 54 05:00 PM 0 0 0 0 2 17 0 19 5 0 5 10 0 29 4 33 62 05:15 PM 0 0 0 0 2 31 0 33 9 0 2 11 0 26 3 29 73 Total Volume 0 0 0 0 6 91 0 97 33 0 9 42 0 115 16 131 270 % App. Total 0 0 0 6.2 93.8 0 78.6 0 21.4 0 87.8 12.2 PHF .000 .000 .000 .000 .750 .734 .000 .735 .589 .000 .450 .750 .000 .821 .667 .799 .833 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 91 Le f t 6 Ou t To t a l In 12 4 97 22 1 Left 33 Thru 0 Right 9 Out TotalIn 22 42 64 Le f t 0 Th r u 11 5 Ri g h t 16 To t a l Ou t In 12 4 13 1 25 5 Peak Hour Begins at 04:30 PM Passenger Vehicles Peak Hour Data North 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 0 0 0 1 25 0 26 14 0 0 14 0 35 6 41 +15 mins.0 0 0 0 1 18 0 19 5 0 2 7 0 25 3 28 +30 mins.0 0 0 0 2 17 0 19 5 0 5 10 0 29 4 33 +45 mins.0 0 0 0 2 31 0 33 9 0 2 11 0 26 3 29 Total Volume 0 0 0 0 6 91 0 97 33 0 9 42 0 115 16 131 % App. Total 0 0 0 6.2 93.8 0 78.6 0 21.4 0 87.8 12.2 PHF .000 .000 .000 .000 .750 .734 .000 .735 .589 .000 .450 .750 .000 .821 .667 .799 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 1 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 1 0 1 1 Total 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 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 1 1 1 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 0 1 0 1 0 0 1 1 0 1 0 1 3 Total 0 0 0 0 0 1 0 1 0 0 1 1 0 1 1 2 4 Grand Total 0 0 0 0 0 2 0 2 0 0 1 1 0 3 1 4 7 Apprch %0 0 0 0 100 0 0 0 100 0 75 25 Total %0 0 0 0 0 28.6 0 28.6 0 0 14.3 14.3 0 42.9 14.3 57.1 Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 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 1 0 1 1 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 1 1 1 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 3 % App. Total 0 0 0 0 0 0 0 0 0 0 66.7 33.3 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .250 .750 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 2 0 2 Left 0 Thru 0 Right 0 Out TotalIn 1 0 1 Le f t 0 Th r u 2 Ri g h t 1 To t a l Ou t In 0 3 3 Peak Hour Begins at 04:30 PM Large 2 Axle Vehicles Peak Hour Data North 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 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +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 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 1 1 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 % App. Total 0 0 0 0 0 0 0 0 0 0 66.7 33.3 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .250 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 1 0 1 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 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 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 0 0 1 0 0 0 0 1 Grand Total 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 Apprch %0 0 0 0 0 0 100 0 0 0 100 0 Total %0 0 0 0 0 0 0 0 50 0 0 50 0 50 0 50 Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 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 0 0 0 0 0 0 0 0 0 0 0 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 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 04:30 PM 3 Axle Vehicles Peak Hour Data North 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 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 Total 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch %0 0 0 0 0 0 0 0 0 0 0 0 Total % Catawba Avenue Southbound Curtis Avenue Westbound Catawba Avenue Northbound Curtis Avenue 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 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 0 0 0 0 0 0 0 0 0 0 0 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 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 01_FON_Cat_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Catawba Avenue E/W: Curtis Avenue Weather: Clear Catawba Avenue C u r t i s A v e n u e C u r t i s A v e n u e Catawba Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 04:30 PM 4+ Axle Trucks Peak Hour Data North 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 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Location: Date: 1/14/2025 N/S: Day:Tuesday E/W: North Leg East Leg South Leg West Leg Catawba Avenue Curtis Avenue Catawba Avenue Curtis Avenue Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 North Leg East Leg South Leg West Leg Catawba Avenue Curtis Avenue Catawba Avenue Curtis Avenue Pedestrians Pedestrians Pedestrians Pedestrians 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 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 Catawba Avenue Curtis Avenue PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 Location: Date: 1/14/2025 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Curtis Avenue TOTAL VOLUMES: Catawba Avenue Curtis Avenue Catawba Avenue Curtis Avenue Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Catawba Avenue Curtis Avenue Catawba 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 Curtis Avenue Catawba Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 07:00 AM 17 140 5 0 162 70 18 10 1 99 32 62 36 0 130 2 16 49 0 67 458 07:15 AM 10 166 10 0 186 86 17 18 1 122 37 97 58 0 192 2 14 39 0 55 555 07:30 AM 20 209 13 0 242 96 22 14 0 132 48 107 67 0 222 5 14 58 0 77 673 07:45 AM 22 153 12 0 187 90 25 17 0 132 44 116 107 2 269 8 27 41 0 76 664 Total 69 668 40 0 777 342 82 59 2 485 161 382 268 2 813 17 71 187 0 275 2350 08:00 AM 30 186 14 0 230 84 34 21 0 139 75 122 100 1 298 3 19 50 0 72 739 08:15 AM 21 172 11 0 204 66 27 23 1 117 58 122 107 0 287 7 28 66 1 102 710 08:30 AM 17 147 11 1 176 60 20 18 0 98 47 83 108 0 238 14 29 55 0 98 610 08:45 AM 16 101 14 0 131 60 33 15 2 110 48 64 132 0 244 12 39 48 0 99 584 Total 84 606 50 1 741 270 114 77 3 464 228 391 447 1 1067 36 115 219 1 371 2643 Grand Total 153 1274 90 1 1518 612 196 136 5 949 389 773 715 3 1880 53 186 406 1 646 4993 Apprch %10.1 83.9 5.9 0.1 64.5 20.7 14.3 0.5 20.7 41.1 38 0.2 8.2 28.8 62.8 0.2 Total %3.1 25.5 1.8 0 30.4 12.3 3.9 2.7 0.1 19 7.8 15.5 14.3 0.1 37.7 1.1 3.7 8.1 0 12.9 Passenger Vehicles 150 1251 86 1 1488 602 191 132 5 930 369 741 702 3 1815 52 183 388 1 624 4857 % Passenger Vehicles 98 98.2 95.6 100 98 98.4 97.4 97.1 100 98 94.9 95.9 98.2 100 96.5 98.1 98.4 95.6 100 96.6 97.3 Large 2 Axle Vehicles 2 21 2 0 25 8 4 4 0 16 16 25 8 0 49 1 2 14 0 17 107 % Large 2 Axle Vehicles 1.3 1.6 2.2 0 1.6 1.3 2 2.9 0 1.7 4.1 3.2 1.1 0 2.6 1.9 1.1 3.4 0 2.6 2.1 3 Axle Vehicles 1 0 2 0 3 1 0 0 0 1 2 3 0 0 5 0 1 2 0 3 12 % 3 Axle Vehicles 0.7 0 2.2 0 0.2 0.2 0 0 0 0.1 0.5 0.4 0 0 0.3 0 0.5 0.5 0 0.5 0.2 4+ Axle Trucks 0 2 0 0 2 1 1 0 0 2 2 4 5 0 11 0 0 2 0 2 17 % 4+ Axle Trucks 0 0.2 0 0 0.1 0.2 0.5 0 0 0.2 0.5 0.5 0.7 0 0.6 0 0 0.5 0 0.3 0.3 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 20 209 13 0 242 96 22 14 0 132 48 107 67 0 222 5 14 58 0 77 673 07:45 AM 22 153 12 0 187 90 25 17 0 132 44 116 107 2 269 8 27 41 0 76 664 08:00 AM 30 186 14 0 230 84 34 21 0 139 75 122 100 1 298 3 19 50 0 72 739 08:15 AM 21 172 11 0 204 66 27 23 1 117 58 122 107 0 287 7 28 66 1 102 710 Total Volume 93 720 50 0 863 336 108 75 1 520 225 467 381 3 1076 23 88 215 1 327 2786 % App. Total 10.8 83.4 5.8 0 64.6 20.8 14.4 0.2 20.9 43.4 35.4 0.3 7 26.9 65.7 0.3 PHF .775 .861 .893 .000 .892 .875 .794 .815 .250 .935 .750 .957 .890 .375 .903 .719 .786 .814 .250 .801 .942 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 50 Thru 720 Left 93 U-Turns 0 InOut Total 565 863 1428 Ri g h t 75 Th r u 10 8 Le f t 33 6 U- T u r n s 1 Ou t To t a l In 56 2 52 0 10 8 2 Left 225 Thru 467 Right 381 U-Turns 3 Out TotalIn 1271 1076 2347 Le f t 23 Th r u 88 Ri g h t 21 5 U- T u r n s 1 To t a l Ou t In 38 3 32 7 71 0 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 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 07:45 AM 08:00 AM +0 mins.20 209 13 0 242 86 17 18 1 122 44 116 107 2 269 3 19 50 0 72 +15 mins.22 153 12 0 187 96 22 14 0 132 75 122 100 1 298 7 28 66 1 102 +30 mins.30 186 14 0 230 90 25 17 0 132 58 122 107 0 287 14 29 55 0 98 +45 mins.21 172 11 0 204 84 34 21 0 139 47 83 108 0 238 12 39 48 0 99 Total Volume 93 720 50 0 863 356 98 70 1 525 224 443 422 3 1092 36 115 219 1 371 % App. Total 10.8 83.4 5.8 0 67.8 18.7 13.3 0.2 20.5 40.6 38.6 0.3 9.7 31 59 0.3 PHF .775 .861 .893 .000 .892 .927 .721 .833 .250 .944 .747 .908 .977 .375 .916 .643 .737 .830 .250 .909 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 07:00 AM 17 137 5 0 159 69 18 9 1 97 29 57 36 0 122 2 15 47 0 64 442 07:15 AM 8 165 10 0 183 84 16 16 1 117 33 95 57 0 185 2 14 37 0 53 538 07:30 AM 20 206 11 0 237 96 22 14 0 132 44 101 63 0 208 5 13 55 0 73 650 07:45 AM 22 152 12 0 186 89 24 17 0 130 44 116 105 2 267 8 27 38 0 73 656 Total 67 660 38 0 765 338 80 56 2 476 150 369 261 2 782 17 69 177 0 263 2286 08:00 AM 30 182 12 0 224 82 34 20 0 136 71 116 98 1 286 3 19 48 0 70 716 08:15 AM 21 167 11 0 199 66 27 23 1 117 58 118 106 0 282 7 28 63 1 99 697 08:30 AM 16 143 11 1 171 58 17 18 0 93 46 79 105 0 230 13 29 53 0 95 589 08:45 AM 16 99 14 0 129 58 33 15 2 108 44 59 132 0 235 12 38 47 0 97 569 Total 83 591 48 1 723 264 111 76 3 454 219 372 441 1 1033 35 114 211 1 361 2571 Grand Total 150 1251 86 1 1488 602 191 132 5 930 369 741 702 3 1815 52 183 388 1 624 4857 Apprch %10.1 84.1 5.8 0.1 64.7 20.5 14.2 0.5 20.3 40.8 38.7 0.2 8.3 29.3 62.2 0.2 Total %3.1 25.8 1.8 0 30.6 12.4 3.9 2.7 0.1 19.1 7.6 15.3 14.5 0.1 37.4 1.1 3.8 8 0 12.8 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 20 206 11 0 237 96 22 14 0 132 44 101 63 0 208 5 13 55 0 73 650 07:45 AM 22 152 12 0 186 89 24 17 0 130 44 116 105 2 267 8 27 38 0 73 656 08:00 AM 30 182 12 0 224 82 34 20 0 136 71 116 98 1 286 3 19 48 0 70 716 08:15 AM 21 167 11 0 199 66 27 23 1 117 58 118 106 0 282 7 28 63 1 99 697 Total Volume 93 707 46 0 846 333 107 74 1 515 217 451 372 3 1043 23 87 204 1 315 2719 % App. Total 11 83.6 5.4 0 64.7 20.8 14.4 0.2 20.8 43.2 35.7 0.3 7.3 27.6 64.8 0.3 PHF .775 .858 .958 .000 .892 .867 .787 .804 .250 .947 .764 .956 .877 .375 .912 .719 .777 .810 .250 .795 .949 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 46 Thru 707 Left 93 U-Turns 0 InOut Total 548 846 1394 Ri g h t 74 Th r u 10 7 Le f t 33 3 U- T u r n s 1 Ou t To t a l In 55 2 51 5 10 6 7 Left 217 Thru 451 Right 372 U-Turns 3 Out TotalIn 1244 1043 2287 Le f t 23 Th r u 87 Ri g h t 20 4 U- T u r n s 1 To t a l Ou t In 37 0 31 5 68 5 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 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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.20 206 11 0 237 96 22 14 0 132 44 101 63 0 208 5 13 55 0 73 +15 mins.22 152 12 0 186 89 24 17 0 130 44 116 105 2 267 8 27 38 0 73 +30 mins.30 182 12 0 224 82 34 20 0 136 71 116 98 1 286 3 19 48 0 70 +45 mins.21 167 11 0 199 66 27 23 1 117 58 118 106 0 282 7 28 63 1 99 Total Volume 93 707 46 0 846 333 107 74 1 515 217 451 372 3 1043 23 87 204 1 315 % App. Total 11 83.6 5.4 0 64.7 20.8 14.4 0.2 20.8 43.2 35.7 0.3 7.3 27.6 64.8 0.3 PHF .775 .858 .958 .000 .892 .867 .787 .804 .250 .947 .764 .956 .877 .375 .912 .719 .777 .810 .250 .795 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 07:00 AM 0 2 0 0 2 0 0 1 0 1 3 3 0 0 6 0 1 2 0 3 12 07:15 AM 1 1 0 0 2 2 1 2 0 5 2 1 1 0 4 0 0 2 0 2 13 07:30 AM 0 3 0 0 3 0 0 0 0 0 4 5 1 0 10 0 0 2 0 2 15 07:45 AM 0 1 0 0 1 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 4 Total 1 7 0 0 8 3 1 3 0 7 9 9 3 0 21 0 1 7 0 8 44 08:00 AM 0 4 2 0 6 2 0 1 0 3 4 6 2 0 12 0 0 1 0 1 22 08:15 AM 0 4 0 0 4 0 0 0 0 0 0 4 1 0 5 0 0 3 0 3 12 08:30 AM 1 4 0 0 5 2 3 0 0 5 0 2 2 0 4 1 0 2 0 3 17 08:45 AM 0 2 0 0 2 1 0 0 0 1 3 4 0 0 7 0 1 1 0 2 12 Total 1 14 2 0 17 5 3 1 0 9 7 16 5 0 28 1 1 7 0 9 63 Grand Total 2 21 2 0 25 8 4 4 0 16 16 25 8 0 49 1 2 14 0 17 107 Apprch %8 84 8 0 50 25 25 0 32.7 51 16.3 0 5.9 11.8 82.4 0 Total %1.9 19.6 1.9 0 23.4 7.5 3.7 3.7 0 15 15 23.4 7.5 0 45.8 0.9 1.9 13.1 0 15.9 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 0 3 0 0 0 0 0 4 5 1 0 10 0 0 2 0 2 15 07:45 AM 0 1 0 0 1 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 4 08:00 AM 0 4 2 0 6 2 0 1 0 3 4 6 2 0 12 0 0 1 0 1 22 08:15 AM 0 4 0 0 4 0 0 0 0 0 0 4 1 0 5 0 0 3 0 3 12 Total Volume 0 12 2 0 14 3 0 1 0 4 8 15 5 0 28 0 0 7 0 7 53 % App. Total 0 85.7 14.3 0 75 0 25 0 28.6 53.6 17.9 0 0 0 100 0 PHF .000 .750 .250 .000 .583 .375 .000 .250 .000 .333 .500 .625 .625 .000 .583 .000 .000 .583 .000 .583 .602 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 2 Thru 12 Left 0 U-Turns 0 InOut Total 16 14 30 Ri g h t 1 Th r u 0 Le f t 3 U- T u r n s 0 Ou t To t a l In 5 4 9 Left 8 Thru 15 Right 5 U-Turns 0 Out TotalIn 22 28 50 Le f t 0 Th r u 0 Ri g h t 7 U- T u r n s 0 To t a l Ou t In 10 7 17 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 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 0 3 0 0 0 0 0 4 5 1 0 10 0 0 2 0 2 +15 mins.0 1 0 0 1 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 +30 mins.0 4 2 0 6 2 0 1 0 3 4 6 2 0 12 0 0 1 0 1 +45 mins.0 4 0 0 4 0 0 0 0 0 0 4 1 0 5 0 0 3 0 3 Total Volume 0 12 2 0 14 3 0 1 0 4 8 15 5 0 28 0 0 7 0 7 % App. Total 0 85.7 14.3 0 75 0 25 0 28.6 53.6 17.9 0 0 0 100 0 PHF .000 .750 .250 .000 .583 .375 .000 .250 .000 .333 .500 .625 .625 .000 .583 .000 .000 .583 .000 .583 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 2 07:15 AM 1 0 0 0 1 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 3 07:30 AM 0 0 2 0 2 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 4 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 1 0 2 0 3 1 0 0 0 1 2 2 0 0 4 0 1 1 0 2 10 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 08:45 AM 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 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 Grand Total 1 0 2 0 3 1 0 0 0 1 2 3 0 0 5 0 1 2 0 3 12 Apprch %33.3 0 66.7 0 100 0 0 0 40 60 0 0 0 33.3 66.7 0 Total %8.3 0 16.7 0 25 8.3 0 0 0 8.3 16.7 25 0 0 41.7 0 8.3 16.7 0 25 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 2 0 2 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 4 07:45 AM 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 2 0 2 0 0 0 0 0 0 1 0 0 1 0 1 2 0 3 6 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 0 33.3 66.7 0 PHF .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .250 .500 .000 .750 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 2 Thru 0 Left 0 U-Turns 0 InOut Total 1 2 3 Ri g h t 0 Th r u 0 Le f t 0 U- T u r n s 0 Ou t To t a l In 1 0 1 Left 0 Thru 1 Right 0 U-Turns 0 Out TotalIn 2 1 3 Le f t 0 Th r u 1 Ri g h t 2 U- T u r n s 0 To t a l Ou t In 2 3 5 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 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 2 0 2 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +30 mins.0 0 0 0 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 0 0 0 0 Total Volume 0 0 2 0 2 0 0 0 0 0 0 1 0 0 1 0 1 2 0 3 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 0 33.3 66.7 0 PHF .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .250 .500 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 0 1 4 07:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0 1 3 Total 0 1 0 0 1 0 1 0 0 1 0 2 4 0 6 0 0 2 0 2 10 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 1 0 3 0 0 0 0 0 3 08:45 AM 0 0 0 0 0 1 0 0 0 1 1 1 0 0 2 0 0 0 0 0 3 Total 0 1 0 0 1 1 0 0 0 1 2 2 1 0 5 0 0 0 0 0 7 Grand Total 0 2 0 0 2 1 1 0 0 2 2 4 5 0 11 0 0 2 0 2 17 Apprch %0 100 0 0 50 50 0 0 18.2 36.4 45.5 0 0 0 100 0 Total %0 11.8 0 0 11.8 5.9 5.9 0 0 11.8 11.8 23.5 29.4 0 64.7 0 0 11.8 0 11.8 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 3 0 3 0 0 1 0 1 4 07:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0 1 3 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 1 0 0 1 0 1 0 0 1 0 0 4 0 4 0 0 2 0 2 8 % App. Total 0 100 0 0 0 100 0 0 0 0 100 0 0 0 100 0 PHF .000 .250 .000 .000 .250 .000 .250 .000 .000 .250 .000 .000 .333 .000 .333 .000 .000 .500 .000 .500 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 0 Thru 1 Left 0 U-Turns 0 InOut Total 0 1 1 Ri g h t 0 Th r u 1 Le f t 0 U- T u r n s 0 Ou t To t a l In 4 1 5 Left 0 Thru 0 Right 4 U-Turns 0 Out TotalIn 3 4 7 Le f t 0 Th r u 0 Ri g h t 2 U- T u r n s 0 To t a l Ou t In 1 2 3 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 File Name : 21_FON_Citrus_SLP AM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns 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 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 0 1 +15 mins.0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0 1 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 0 0 1 0 1 0 0 1 0 0 4 0 4 0 0 2 0 2 % App. Total 0 100 0 0 0 100 0 0 0 0 100 0 0 0 100 0 PHF .000 .250 .000 .000 .250 .000 .250 .000 .000 .250 .000 .000 .333 .000 .333 .000 .000 .500 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 04:00 PM 29 72 11 0 112 101 63 39 0 203 42 91 168 0 301 22 72 53 0 147 763 04:15 PM 39 105 17 1 162 95 57 41 3 196 46 110 156 0 312 11 65 56 0 132 802 04:30 PM 44 120 12 0 176 105 50 35 1 191 46 117 134 0 297 19 70 66 0 155 819 04:45 PM 38 106 12 0 156 120 64 45 2 231 64 125 157 1 347 12 75 54 0 141 875 Total 150 403 52 1 606 421 234 160 6 821 198 443 615 1 1257 64 282 229 0 575 3259 05:00 PM 40 82 10 0 132 118 57 41 1 217 65 102 169 1 337 13 54 52 1 120 806 05:15 PM 22 88 13 0 123 121 64 43 0 228 51 108 137 1 297 16 51 51 1 119 767 05:30 PM 42 103 6 0 151 122 43 39 0 204 60 128 167 0 355 11 68 43 0 122 832 05:45 PM 39 102 16 0 157 106 56 34 1 197 68 124 173 1 366 12 66 53 0 131 851 Total 143 375 45 0 563 467 220 157 2 846 244 462 646 3 1355 52 239 199 2 492 3256 Grand Total 293 778 97 1 1169 888 454 317 8 1667 442 905 1261 4 2612 116 521 428 2 1067 6515 Apprch %25.1 66.6 8.3 0.1 53.3 27.2 19 0.5 16.9 34.6 48.3 0.2 10.9 48.8 40.1 0.2 Total %4.5 11.9 1.5 0 17.9 13.6 7 4.9 0.1 25.6 6.8 13.9 19.4 0.1 40.1 1.8 8 6.6 0 16.4 Passenger Vehicles 292 766 95 1 1154 880 453 314 8 1655 430 898 1254 4 2586 116 518 417 2 1053 6448 % Passenger Vehicles 99.7 98.5 97.9 100 98.7 99.1 99.8 99.1 100 99.3 97.3 99.2 99.4 100 99 100 99.4 97.4 100 98.7 99 Large 2 Axle Vehicles 1 7 2 0 10 5 1 3 0 9 7 6 6 0 19 0 3 7 0 10 48 % Large 2 Axle Vehicles 0.3 0.9 2.1 0 0.9 0.6 0.2 0.9 0 0.5 1.6 0.7 0.5 0 0.7 0 0.6 1.6 0 0.9 0.7 3 Axle Vehicles 0 3 0 0 3 3 0 0 0 3 1 1 1 0 3 0 0 1 0 1 10 % 3 Axle Vehicles 0 0.4 0 0 0.3 0.3 0 0 0 0.2 0.2 0.1 0.1 0 0.1 0 0 0.2 0 0.1 0.2 4+ Axle Trucks 0 2 0 0 2 0 0 0 0 0 4 0 0 0 4 0 0 3 0 3 9 % 4+ Axle Trucks 0 0.3 0 0 0.2 0 0 0 0 0 0.9 0 0 0 0.2 0 0 0.7 0 0.3 0.1 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns 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 39 105 17 1 162 95 57 41 3 196 46 110 156 312 11 65 56 0 132 802 04:30 PM 44 120 12 0 176 105 50 35 1 191 46 117 134 297 19 70 66 0 155 819 04:45 PM 38 106 12 0 156 120 64 45 2 231 64 125 157 346 12 75 54 0 141 874 05:00 PM 40 82 10 0 132 118 57 41 1 217 65 102 169 336 13 54 52 1 120 805 Total Volume 161 413 51 1 626 438 228 162 7 835 221 454 616 1291 55 264 228 1 548 3300 % App. Total 25.7 66 8.1 0.2 52.5 27.3 19.4 0.8 17.1 35.2 47.7 10 48.2 41.6 0.2 PHF .915 .860 .750 .250 .889 .913 .891 .900 .583 .904 .850 .908 .911 .933 .724 .880 .864 .250 .884 .944 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 51 Thru 413 Left 161 U-Turns 1 InOut Total 671 626 1297 Ri g h t 16 2 Th r u 22 8 Le f t 43 8 U- T u r n s 7 Ou t To t a l In 10 4 1 83 5 18 7 6 Left 221 Thru 454 Right 616 Out TotalIn 1079 1291 2370 Le f t 55 Th r u 26 4 Ri g h t 22 8 U- T u r n s 1 To t a l Ou t In 50 0 54 8 10 4 8 Peak Hour Begins at 04:15 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 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns 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: 04:15 PM 04:45 PM 05:00 PM 04:00 PM +0 mins.39 105 17 1 162 120 64 45 2 231 65 102 169 336 22 72 53 0 147 +15 mins.44 120 12 0 176 118 57 41 1 217 51 108 137 296 11 65 56 0 132 +30 mins.38 106 12 0 156 121 64 43 0 228 60 128 167 355 19 70 66 0 155 +45 mins.40 82 10 0 132 122 43 39 0 204 68 124 173 365 12 75 54 0 141 Total Volume 161 413 51 1 626 481 228 168 3 880 244 462 646 1352 64 282 229 0 575 % App. Total 25.7 66 8.1 0.2 54.7 25.9 19.1 0.3 18 34.2 47.8 11.1 49 39.8 0 PHF .915 .860 .750 .250 .889 .986 .891 .933 .375 .952 .897 .902 .934 .926 .727 .940 .867 .000 .927 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 04:00 PM 29 69 10 0 108 99 63 38 0 200 41 90 167 0 298 22 72 53 0 147 753 04:15 PM 39 103 17 1 160 95 56 40 3 194 42 109 156 0 307 11 65 56 0 132 793 04:30 PM 44 119 12 0 175 105 50 35 1 191 45 116 133 0 294 19 69 62 0 150 810 04:45 PM 37 105 12 0 154 118 64 45 2 229 62 125 157 1 345 12 75 51 0 138 866 Total 149 396 51 1 597 417 233 158 6 814 190 440 613 1 1244 64 281 222 0 567 3222 05:00 PM 40 82 10 0 132 118 57 41 1 217 62 102 166 1 331 13 53 50 1 117 797 05:15 PM 22 85 13 0 120 121 64 43 0 228 51 105 137 1 294 16 51 50 1 118 760 05:30 PM 42 101 5 0 148 121 43 38 0 202 59 127 166 0 352 11 68 43 0 122 824 05:45 PM 39 102 16 0 157 103 56 34 1 194 68 124 172 1 365 12 65 52 0 129 845 Total 143 370 44 0 557 463 220 156 2 841 240 458 641 3 1342 52 237 195 2 486 3226 Grand Total 292 766 95 1 1154 880 453 314 8 1655 430 898 1254 4 2586 116 518 417 2 1053 6448 Apprch %25.3 66.4 8.2 0.1 53.2 27.4 19 0.5 16.6 34.7 48.5 0.2 11 49.2 39.6 0.2 Total %4.5 11.9 1.5 0 17.9 13.6 7 4.9 0.1 25.7 6.7 13.9 19.4 0.1 40.1 1.8 8 6.5 0 16.3 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns 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 39 103 17 1 160 95 56 40 3 194 42 109 156 307 11 65 56 0 132 793 04:30 PM 44 119 12 0 175 105 50 35 1 191 45 116 133 294 19 69 62 0 150 810 04:45 PM 37 105 12 0 154 118 64 45 2 229 62 125 157 344 12 75 51 0 138 865 05:00 PM 40 82 10 0 132 118 57 41 1 217 62 102 166 330 13 53 50 1 117 796 Total Volume 160 409 51 1 621 436 227 161 7 831 211 452 612 1275 55 262 219 1 537 3264 % App. Total 25.8 65.9 8.2 0.2 52.5 27.3 19.4 0.8 16.5 35.5 48 10.2 48.8 40.8 0.2 PHF .909 .859 .750 .250 .887 .924 .887 .894 .583 .907 .851 .904 .922 .927 .724 .873 .883 .250 .895 .943 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 51 Thru 409 Left 160 U-Turns 1 InOut Total 668 621 1289 Ri g h t 16 1 Th r u 22 7 Le f t 43 6 U- T u r n s 7 Ou t To t a l In 10 3 4 83 1 18 6 5 Left 211 Thru 452 Right 612 Out TotalIn 1064 1275 2339 Le f t 55 Th r u 26 2 Ri g h t 21 9 U- T u r n s 1 To t a l Ou t In 48 9 53 7 10 2 6 Peak Hour Begins at 04:15 PM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Int. Total 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.39 103 17 1 160 95 56 40 3 194 42 109 156 307 11 65 56 0 132 +15 mins.44 119 12 0 175 105 50 35 1 191 45 116 133 294 19 69 62 0 150 +30 mins.37 105 12 0 154 118 64 45 2 229 62 125 157 344 12 75 51 0 138 +45 mins.40 82 10 0 132 118 57 41 1 217 62 102 166 330 13 53 50 1 117 Total Volume 160 409 51 1 621 436 227 161 7 831 211 452 612 1275 55 262 219 1 537 % App. Total 25.8 65.9 8.2 0.2 52.5 27.3 19.4 0.8 16.5 35.5 48 10.2 48.8 40.8 0.2 PHF .909 .859 .750 .250 .887 .924 .887 .894 .583 .907 .851 .904 .922 .927 .724 .873 .883 .250 .895 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 04:00 PM 0 1 1 0 2 2 0 1 0 3 1 1 1 0 3 0 0 0 0 0 8 04:15 PM 0 2 0 0 2 0 1 1 0 2 2 0 0 0 2 0 0 0 0 0 6 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 2 0 3 5 04:45 PM 1 1 0 0 2 0 0 0 0 0 1 0 0 0 1 0 0 2 0 2 5 Total 1 5 1 0 7 2 1 2 0 5 4 2 1 0 7 0 1 4 0 5 24 05:00 PM 0 0 0 0 0 0 0 0 0 0 3 0 3 0 6 0 1 1 0 2 8 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 5 05:30 PM 0 1 1 0 2 0 0 1 0 1 0 1 1 0 2 0 0 0 0 0 5 05:45 PM 0 0 0 0 0 3 0 0 0 3 0 0 1 0 1 0 1 1 0 2 6 Total 0 2 1 0 3 3 0 1 0 4 3 4 5 0 12 0 2 3 0 5 24 Grand Total 1 7 2 0 10 5 1 3 0 9 7 6 6 0 19 0 3 7 0 10 48 Apprch %10 70 20 0 55.6 11.1 33.3 0 36.8 31.6 31.6 0 0 30 70 0 Total %2.1 14.6 4.2 0 20.8 10.4 2.1 6.2 0 18.8 14.6 12.5 12.5 0 39.6 0 6.2 14.6 0 20.8 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns 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 2 0 0 2 0 1 1 0 2 2 0 0 2 0 0 0 0 0 6 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 1 0 1 2 0 3 5 04:45 PM 1 1 0 0 2 0 0 0 0 0 1 0 0 1 0 0 2 0 2 5 05:00 PM 0 0 0 0 0 0 0 0 0 0 3 0 3 6 0 1 1 0 2 8 Total Volume 1 4 0 0 5 0 1 1 0 2 6 1 3 10 0 2 5 0 7 24 % App. Total 20 80 0 0 0 50 50 0 60 10 30 0 28.6 71.4 0 PHF .250 .500 .000 .000 .625 .000 .250 .250 .000 .250 .500 .250 .250 .417 .000 .500 .625 .000 .583 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 0 Thru 4 Left 1 U-Turns 0 InOut Total 2 5 7 Ri g h t 1 Th r u 1 Le f t 0 U- T u r n s 0 Ou t To t a l In 6 2 8 Left 6 Thru 1 Right 3 Out TotalIn 9 10 19 Le f t 0 Th r u 2 Ri g h t 5 U- T u r n s 0 To t a l Ou t In 7 7 14 Peak Hour Begins at 04:15 PM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Int. Total 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 2 0 0 2 0 1 1 0 2 2 0 0 2 0 0 0 0 0 +15 mins.0 1 0 0 1 0 0 0 0 0 0 1 0 1 0 1 2 0 3 +30 mins.1 1 0 0 2 0 0 0 0 0 1 0 0 1 0 0 2 0 2 +45 mins.0 0 0 0 0 0 0 0 0 0 3 0 3 6 0 1 1 0 2 Total Volume 1 4 0 0 5 0 1 1 0 2 6 1 3 10 0 2 5 0 7 % App. Total 20 80 0 0 0 50 50 0 60 10 30 0 28.6 71.4 0 PHF .250 .500 .000 .000 .625 .000 .250 .250 .000 .250 .500 .250 .250 .417 .000 .500 .625 .000 .583 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 04:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 2 0 0 2 2 0 0 0 2 1 1 1 0 3 0 0 1 0 1 8 05:00 PM 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 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 1 0 0 0 1 0 0 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 0 0 0 0 Total 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 Grand Total 0 3 0 0 3 3 0 0 0 3 1 1 1 0 3 0 0 1 0 1 10 Apprch %0 100 0 0 100 0 0 0 33.3 33.3 33.3 0 0 0 100 0 Total %0 30 0 0 30 30 0 0 0 30 10 10 10 0 30 0 0 10 0 10 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns 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 0 0 0 0 0 1 1 0 2 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 2 0 0 0 2 1 1 1 3 0 0 1 0 1 6 % App. Total 0 0 0 0 100 0 0 0 33.3 33.3 33.3 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .000 .000 .250 .250 .250 .250 .375 .000 .000 .250 .000 .250 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 0 Thru 0 Left 0 U-Turns 0 InOut Total 1 0 1 Ri g h t 0 Th r u 0 Le f t 2 U- T u r n s 0 Ou t To t a l In 1 2 3 Left 1 Thru 1 Right 1 Out TotalIn 3 3 6 Le f t 0 Th r u 0 Ri g h t 1 U- T u r n s 0 To t a l Ou t In 1 1 2 Peak Hour Begins at 04:15 PM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Int. Total 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 0 0 0 0 0 1 1 0 2 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 +30 mins.0 0 0 0 0 2 0 0 0 2 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 0 0 0 Total Volume 0 0 0 0 0 2 0 0 0 2 1 1 1 3 0 0 1 0 1 % App. Total 0 0 0 0 100 0 0 0 33.3 33.3 33.3 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .000 .000 .250 .250 .250 .250 .375 .000 .000 .250 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 04:00 PM 0 0 0 0 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 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 Total 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 0 2 0 2 5 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 4 Grand Total 0 2 0 0 2 0 0 0 0 0 4 0 0 0 4 0 0 3 0 3 9 Apprch %0 100 0 0 0 0 0 0 100 0 0 0 0 0 100 0 Total %0 22.2 0 0 22.2 0 0 0 0 0 44.4 0 0 0 44.4 0 0 33.3 0 33.3 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns 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 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total Volume 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 3 0 3 6 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .000 .000 .750 .000 .750 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 0 Thru 0 Left 0 U-Turns 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 U- T u r n s 0 Ou t To t a l In 0 0 0 Left 3 Thru 0 Right 0 Out TotalIn 3 3 6 Le f t 0 Th r u 0 Ri g h t 3 U- T u r n s 0 To t a l Ou t In 3 3 6 Peak Hour Begins at 04:15 PM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 21_FON_Citrus_SLP PM Site Code : 99924413 Start Date : 5/15/2024 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Int. Total 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 0 0 0 0 0 1 0 0 1 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 +30 mins.0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 3 0 3 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .000 .000 .750 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Location: Date: 5/15/2024 N/S: Day:Wednesday E/W: North Leg East Leg South Leg West Leg Citrus Avenue Sierra Lakes Parkway Citrus Avenue Sierra Lakes Parkway Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 1 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 1 3 1 0 0 0 1 1 0 1 0 2 5 0 2 2 9 North Leg East Leg South Leg West Leg Citrus Avenue Sierra Lakes Parkway Citrus Avenue Sierra Lakes Parkway Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 1 2 0 3 0 0 1 0 1 0 1 1 0 2 0 0 2 0 2 0 0 2 0 2 0 0 1 0 1 1 0 3 0 4 1 2 12 0 15 Fontana Citrus Avenue Sierra Lakes Parkway PEDESTRIANS 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 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 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 Location: Date: 5/15/2024 N/S: Day: Wednesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sierra Lakes Parkway Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM 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 5:30 PM 5:45 PM Citrus Avenue Sierra Lakes Parkway Citrus Avenue Sierra Lakes Parkway TOTAL VOLUMES: Citrus Avenue Sierra Lakes Parkway Citrus Avenue Sierra Lakes Parkway Southbound Westbound Northbound Eastbound Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 154 6 160 22 84 106 5 15 20 286 07:15 AM 221 14 235 21 104 125 7 26 33 393 07:30 AM 256 20 276 11 88 99 11 27 38 413 07:45 AM 194 16 210 19 120 139 8 34 42 391 Total 825 56 881 73 396 469 31 102 133 1483 08:00 AM 192 19 211 55 131 186 10 31 41 438 08:15 AM 174 18 192 37 116 153 11 48 59 404 08:30 AM 149 3 152 13 77 90 9 34 43 285 08:45 AM 103 4 107 5 87 92 2 14 16 215 Total 618 44 662 110 411 521 32 127 159 1342 Grand Total 1443 100 1543 183 807 990 63 229 292 2825 Apprch %93.5 6.5 18.5 81.5 21.6 78.4 Total %51.1 3.5 54.6 6.5 28.6 35 2.2 8.1 10.3 Passenger Vehicles 1418 99 1517 183 784 967 62 225 287 2771 % Passenger Vehicles 98.3 99 98.3 100 97.1 97.7 98.4 98.3 98.3 98.1 Large 2 Axle Vehicles 20 0 20 0 13 13 0 3 3 36 % Large 2 Axle Vehicles 1.4 0 1.3 0 1.6 1.3 0 1.3 1 1.3 3 Axle Vehicles 1 1 2 0 4 4 1 1 2 8 % 3 Axle Vehicles 0.1 1 0.1 0 0.5 0.4 1.6 0.4 0.7 0.3 4+ Axle Trucks 4 0 4 0 6 6 0 0 0 10 % 4+ Axle Trucks 0.3 0 0.3 0 0.7 0.6 0 0 0 0.4 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left 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 256 20 276 11 88 99 11 27 38 413 07:45 AM 194 16 210 19 120 139 8 34 42 391 08:00 AM 192 19 211 55 131 186 10 31 41 438 08:15 AM 174 18 192 37 116 153 11 48 59 404 Total Volume 816 73 889 122 455 577 40 140 180 1646 % App. Total 91.8 8.2 21.1 78.9 22.2 77.8 PHF .797 .913 .805 .555 .868 .776 .909 .729 .763 .939 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 73 Thru 816 InOut Total 495 889 1384 Left 122 Thru 455 Out TotalIn 956 577 1533 Le f t 40 Ri g h t 14 0 To t a l Ou t In 19 5 18 0 37 5 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 07:30 AM 07:45 AM +0 mins.221 14 235 11 88 99 8 34 42 +15 mins.256 20 276 19 120 139 10 31 41 +30 mins.194 16 210 55 131 186 11 48 59 +45 mins.192 19 211 37 116 153 9 34 43 Total Volume 863 69 932 122 455 577 38 147 185 % App. Total 92.6 7.4 21.1 78.9 20.5 79.5 PHF .843 .863 .844 .555 .868 .776 .864 .766 .784 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 151 6 157 22 76 98 4 14 18 273 07:15 AM 216 14 230 21 101 122 7 25 32 384 07:30 AM 254 20 274 11 84 95 11 27 38 407 07:45 AM 191 16 207 19 118 137 8 34 42 386 Total 812 56 868 73 379 452 30 100 130 1450 08:00 AM 190 19 209 55 130 185 10 31 41 435 08:15 AM 170 18 188 37 115 152 11 48 59 399 08:30 AM 144 2 146 13 74 87 9 33 42 275 08:45 AM 102 4 106 5 86 91 2 13 15 212 Total 606 43 649 110 405 515 32 125 157 1321 Grand Total 1418 99 1517 183 784 967 62 225 287 2771 Apprch %93.5 6.5 18.9 81.1 21.6 78.4 Total %51.2 3.6 54.7 6.6 28.3 34.9 2.2 8.1 10.4 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left 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 254 20 274 11 84 95 11 27 38 407 07:45 AM 191 16 207 19 118 137 8 34 42 386 08:00 AM 190 19 209 55 130 185 10 31 41 435 08:15 AM 170 18 188 37 115 152 11 48 59 399 Total Volume 805 73 878 122 447 569 40 140 180 1627 % App. Total 91.7 8.3 21.4 78.6 22.2 77.8 PHF .792 .913 .801 .555 .860 .769 .909 .729 .763 .935 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 73 Thru 805 InOut Total 487 878 1365 Left 122 Thru 447 Out TotalIn 945 569 1514 Le f t 40 Ri g h t 14 0 To t a l Ou t In 19 5 18 0 37 5 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 +0 mins.254 20 274 11 84 95 11 27 38 +15 mins.191 16 207 19 118 137 8 34 42 +30 mins.190 19 209 55 130 185 10 31 41 +45 mins.170 18 188 37 115 152 11 48 59 Total Volume 805 73 878 122 447 569 40 140 180 % App. Total 91.7 8.3 21.4 78.6 22.2 77.8 PHF .792 .913 .801 .555 .860 .769 .909 .729 .763 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 2 0 2 0 5 5 0 1 1 8 07:15 AM 5 0 5 0 1 1 0 1 1 7 07:30 AM 1 0 1 0 2 2 0 0 0 3 07:45 AM 2 0 2 0 2 2 0 0 0 4 Total 10 0 10 0 10 10 0 2 2 22 08:00 AM 1 0 1 0 1 1 0 0 0 2 08:15 AM 3 0 3 0 0 0 0 0 0 3 08:30 AM 5 0 5 0 2 2 0 1 1 8 08:45 AM 1 0 1 0 0 0 0 0 0 1 Total 10 0 10 0 3 3 0 1 1 14 Grand Total 20 0 20 0 13 13 0 3 3 36 Apprch %100 0 0 100 0 100 Total %55.6 0 55.6 0 36.1 36.1 0 8.3 8.3 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left 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 1 0 2 2 0 0 0 3 07:45 AM 2 0 2 0 2 2 0 0 0 4 08:00 AM 1 0 1 0 1 1 0 0 0 2 08:15 AM 3 0 3 0 0 0 0 0 0 3 Total Volume 7 0 7 0 5 5 0 0 0 12 % App. Total 100 0 0 100 0 0 PHF .583 .000 .583 .000 .625 .625 .000 .000 .000 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 0 Thru 7 InOut Total 5 7 12 Left 0 Thru 5 Out TotalIn 7 5 12 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 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 +0 mins.1 0 1 0 2 2 0 0 0 +15 mins.2 0 2 0 2 2 0 0 0 +30 mins.1 0 1 0 1 1 0 0 0 +45 mins.3 0 3 0 0 0 0 0 0 Total Volume 7 0 7 0 5 5 0 0 0 % App. Total 100 0 0 100 0 0 PHF .583 .000 .583 .000 .625 .625 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 2 2 1 0 1 3 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 1 0 1 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 1 0 1 0 2 2 1 0 1 4 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 1 1 0 0 0 1 08:30 AM 0 1 1 0 0 0 0 0 0 1 08:45 AM 0 0 0 0 1 1 0 1 1 2 Total 0 1 1 0 2 2 0 1 1 4 Grand Total 1 1 2 0 4 4 1 1 2 8 Apprch %50 50 0 100 50 50 Total %12.5 12.5 25 0 50 50 12.5 12.5 25 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left 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 1 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 1 1 0 0 0 1 Total Volume 1 0 1 0 1 1 0 0 0 2 % App. Total 100 0 0 100 0 0 PHF .250 .000 .250 .000 .250 .250 .000 .000 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 0 Thru 1 InOut Total 1 1 2 Left 0 Thru 1 Out TotalIn 1 1 2 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 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 +0 mins.1 0 1 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 1 1 0 0 0 Total Volume 1 0 1 0 1 1 0 0 0 % App. Total 100 0 0 100 0 0 PHF .250 .000 .250 .000 .250 .250 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 1 0 1 0 1 1 0 0 0 2 07:15 AM 0 0 0 0 2 2 0 0 0 2 07:30 AM 0 0 0 0 2 2 0 0 0 2 07:45 AM 1 0 1 0 0 0 0 0 0 1 Total 2 0 2 0 5 5 0 0 0 7 08:00 AM 1 0 1 0 0 0 0 0 0 1 08:15 AM 1 0 1 0 0 0 0 0 0 1 08:30 AM 0 0 0 0 1 1 0 0 0 1 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 2 0 2 0 1 1 0 0 0 3 Grand Total 4 0 4 0 6 6 0 0 0 10 Apprch %100 0 0 100 0 0 Total %40 0 40 0 60 60 0 0 0 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left 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 2 2 0 0 0 2 07:45 AM 1 0 1 0 0 0 0 0 0 1 08:00 AM 1 0 1 0 0 0 0 0 0 1 08:15 AM 1 0 1 0 0 0 0 0 0 1 Total Volume 3 0 3 0 2 2 0 0 0 5 % App. Total 100 0 0 100 0 0 PHF .750 .000 .750 .000 .250 .250 .000 .000 .000 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur AM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 0 Thru 3 InOut Total 2 3 5 Left 0 Thru 2 Out TotalIn 3 2 5 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 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 +0 mins.0 0 0 0 2 2 0 0 0 +15 mins.1 0 1 0 0 0 0 0 0 +30 mins.1 0 1 0 0 0 0 0 0 +45 mins.1 0 1 0 0 0 0 0 0 Total Volume 3 0 3 0 2 2 0 0 0 % App. Total 100 0 0 100 0 0 PHF .750 .000 .750 .000 .250 .250 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 141 8 149 18 194 212 7 13 20 381 04:15 PM 151 9 160 13 179 192 9 18 27 379 04:30 PM 121 4 125 22 162 184 13 25 38 347 04:45 PM 121 5 126 23 162 185 14 13 27 338 Total 534 26 560 76 697 773 43 69 112 1445 05:00 PM 149 10 159 18 177 195 11 21 32 386 05:15 PM 142 7 149 27 190 217 13 15 28 394 05:30 PM 134 2 136 12 170 182 11 26 37 355 05:45 PM 130 7 137 34 162 196 16 13 29 362 Total 555 26 581 91 699 790 51 75 126 1497 Grand Total 1089 52 1141 167 1396 1563 94 144 238 2942 Apprch %95.4 4.6 10.7 89.3 39.5 60.5 Total %37 1.8 38.8 5.7 47.5 53.1 3.2 4.9 8.1 Passenger Vehicles 1077 51 1128 166 1386 1552 92 141 233 2913 % Passenger Vehicles 98.9 98.1 98.9 99.4 99.3 99.3 97.9 97.9 97.9 99 Large 2 Axle Vehicles 5 1 6 1 7 8 1 3 4 18 % Large 2 Axle Vehicles 0.5 1.9 0.5 0.6 0.5 0.5 1.1 2.1 1.7 0.6 3 Axle Vehicles 4 0 4 0 1 1 1 0 1 6 % 3 Axle Vehicles 0.4 0 0.4 0 0.1 0.1 1.1 0 0.4 0.2 4+ Axle Trucks 3 0 3 0 2 2 0 0 0 5 % 4+ Axle Trucks 0.3 0 0.3 0 0.1 0.1 0 0 0 0.2 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left 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 05:00 PM 05:00 PM 149 10 159 18 177 195 11 21 32 386 05:15 PM 142 7 149 27 190 217 13 15 28 394 05:30 PM 134 2 136 12 170 182 11 26 37 355 05:45 PM 130 7 137 34 162 196 16 13 29 362 Total Volume 555 26 581 91 699 790 51 75 126 1497 % App. Total 95.5 4.5 11.5 88.5 40.5 59.5 PHF .931 .650 .914 .669 .920 .910 .797 .721 .851 .950 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 26 Thru 555 InOut Total 750 581 1331 Left 91 Thru 699 Out TotalIn 630 790 1420 Le f t 51 Ri g h t 75 To t a l Ou t In 11 7 12 6 24 3 Peak Hour Begins at 05:00 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: 05:00 PM 05:00 PM 05:00 PM +0 mins.149 10 159 18 177 195 11 21 32 +15 mins.142 7 149 27 190 217 13 15 28 +30 mins.134 2 136 12 170 182 11 26 37 +45 mins.130 7 137 34 162 196 16 13 29 Total Volume 555 26 581 91 699 790 51 75 126 % App. Total 95.5 4.5 11.5 88.5 40.5 59.5 PHF .931 .650 .914 .669 .920 .910 .797 .721 .851 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 138 8 146 18 193 211 6 13 19 376 04:15 PM 150 9 159 13 179 192 9 18 27 378 04:30 PM 120 4 124 22 160 182 13 25 38 344 04:45 PM 120 5 125 23 161 184 14 12 26 335 Total 528 26 554 76 693 769 42 68 110 1433 05:00 PM 147 9 156 18 176 194 11 21 32 382 05:15 PM 142 7 149 27 190 217 13 14 27 393 05:30 PM 130 2 132 12 167 179 11 26 37 348 05:45 PM 130 7 137 33 160 193 15 12 27 357 Total 549 25 574 90 693 783 50 73 123 1480 Grand Total 1077 51 1128 166 1386 1552 92 141 233 2913 Apprch %95.5 4.5 10.7 89.3 39.5 60.5 Total %37 1.8 38.7 5.7 47.6 53.3 3.2 4.8 8 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 147 9 156 18 176 194 11 21 32 382 05:15 PM 142 7 149 27 190 217 13 14 27 393 05:30 PM 130 2 132 12 167 179 11 26 37 348 05:45 PM 130 7 137 33 160 193 15 12 27 357 Total Volume 549 25 574 90 693 783 50 73 123 1480 % App. Total 95.6 4.4 11.5 88.5 40.7 59.3 PHF .934 .694 .920 .682 .912 .902 .833 .702 .831 .941 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 25 Thru 549 InOut Total 743 574 1317 Left 90 Thru 693 Out TotalIn 622 783 1405 Le f t 50 Ri g h t 73 To t a l Ou t In 11 5 12 3 23 8 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins.147 9 156 18 176 194 11 21 32 +15 mins.142 7 149 27 190 217 13 14 27 +30 mins.130 2 132 12 167 179 11 26 37 +45 mins.130 7 137 33 160 193 15 12 27 Total Volume 549 25 574 90 693 783 50 73 123 % App. Total 95.6 4.4 11.5 88.5 40.7 59.3 PHF .934 .694 .920 .682 .912 .902 .833 .702 .831 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 1 1 0 0 0 2 04:15 PM 1 0 1 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 2 2 0 0 0 2 04:45 PM 1 0 1 0 1 1 0 1 1 3 Total 3 0 3 0 4 4 0 1 1 8 05:00 PM 0 1 1 0 1 1 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 1 1 1 05:30 PM 2 0 2 0 2 2 0 0 0 4 05:45 PM 0 0 0 1 0 1 1 1 2 3 Total 2 1 3 1 3 4 1 2 3 10 Grand Total 5 1 6 1 7 8 1 3 4 18 Apprch %83.3 16.7 12.5 87.5 25 75 Total %27.8 5.6 33.3 5.6 38.9 44.4 5.6 16.7 22.2 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 1 1 0 1 1 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 1 1 1 05:30 PM 2 0 2 0 2 2 0 0 0 4 05:45 PM 0 0 0 1 0 1 1 1 2 3 Total Volume 2 1 3 1 3 4 1 2 3 10 % App. Total 66.7 33.3 25 75 33.3 66.7 PHF .250 .250 .375 .250 .375 .500 .250 .500 .375 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 1 Thru 2 InOut Total 4 3 7 Left 1 Thru 3 Out TotalIn 4 4 8 Le f t 1 Ri g h t 2 To t a l Ou t In 2 3 5 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins.0 1 1 0 1 1 0 0 0 +15 mins.0 0 0 0 0 0 0 1 1 +30 mins.2 0 2 0 2 2 0 0 0 +45 mins.0 0 0 1 0 1 1 1 2 Total Volume 2 1 3 1 3 4 1 2 3 % App. Total 66.7 33.3 25 75 33.3 66.7 PHF .250 .250 .375 .250 .375 .500 .250 .500 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 0 0 1 0 1 2 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 1 0 1 0 0 0 1 0 1 2 05:00 PM 2 0 2 0 0 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 1 0 1 0 1 1 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 3 0 3 0 1 1 0 0 0 4 Grand Total 4 0 4 0 1 1 1 0 1 6 Apprch %100 0 0 100 100 0 Total %66.7 0 66.7 0 16.7 16.7 16.7 0 16.7 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 2 0 2 0 0 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 1 0 1 0 1 1 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 3 0 3 0 1 1 0 0 0 4 % App. Total 100 0 0 100 0 0 PHF .375 .000 .375 .000 .250 .250 .000 .000 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 0 Thru 3 InOut Total 1 3 4 Left 0 Thru 1 Out TotalIn 3 1 4 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins.2 0 2 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 +30 mins.1 0 1 0 1 1 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 Total Volume 3 0 3 0 1 1 0 0 0 % App. Total 100 0 0 100 0 0 PHF .375 .000 .375 .000 .250 .250 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 0 0 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 1 0 1 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 2 0 2 0 0 0 0 0 0 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 1 0 1 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 2 2 0 0 0 2 Total 1 0 1 0 2 2 0 0 0 3 Grand Total 3 0 3 0 2 2 0 0 0 5 Apprch %100 0 0 100 0 0 Total %60 0 60 0 40 40 0 0 0 Citrus Avenue Southbound Citrus Avenue Northbound Curtis Avenue Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 1 0 1 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 2 2 0 0 0 2 Total Volume 1 0 1 0 2 2 0 0 0 3 % App. Total 100 0 0 100 0 0 PHF .250 .000 .250 .000 .250 .250 .000 .000 .000 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 02_FON_Cit_Cur PM Site Code : 99925036 Start Date : 1/14/2025 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Curtis Avenue Weather: Clear Citrus Avenue C u r t i s A v e n u e Citrus Avenue Right 0 Thru 1 InOut Total 2 1 3 Left 0 Thru 2 Out TotalIn 1 2 3 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 05:00 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins.0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 +30 mins.1 0 1 0 0 0 0 0 0 +45 mins.0 0 0 0 2 2 0 0 0 Total Volume 1 0 1 0 2 2 0 0 0 % App. Total 100 0 0 100 0 0 PHF .250 .000 .250 .000 .250 .250 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Location: Date: 1/14/2025 N/S: Day:Tuesday E/W: North Leg East Leg South Leg West Leg Citrus Avenue Dead End Citrus Avenue Curtis Avenue Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 North Leg East Leg South Leg West Leg Citrus Avenue Dead End Citrus Avenue Curtis Avenue Pedestrians Pedestrians Pedestrians Pedestrians 0 1 1 0 2 0 1 1 0 2 0 2 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 8 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 Curtis Avenue PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 Location: Date: 1/14/2025 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Curtis Avenue TOTAL VOLUMES: Citrus Avenue Dead End Citrus Avenue Curtis Avenue Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Citrus Avenue Dead End 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 Curtis Avenue Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 124 73 197 82 0 48 130 60 96 0 156 0 0 0 0 483 07:15 AM 0 161 68 229 91 0 62 153 86 124 0 210 0 0 0 0 592 07:30 AM 0 186 81 267 105 0 57 162 69 159 0 228 0 0 0 0 657 07:45 AM 0 165 72 237 89 2 74 165 63 197 0 260 0 0 0 0 662 Total 0 636 294 930 367 2 241 610 278 576 0 854 0 0 0 0 2394 08:00 AM 0 181 56 237 82 1 91 174 57 183 0 240 0 0 0 0 651 08:15 AM 0 182 68 250 69 0 80 149 66 194 0 260 0 0 0 0 659 08:30 AM 0 188 82 270 64 0 46 110 58 157 0 215 0 0 0 0 595 08:45 AM 0 129 67 196 60 0 45 105 56 150 0 206 0 0 0 0 507 Total 0 680 273 953 275 1 262 538 237 684 0 921 0 0 0 0 2412 Grand Total 0 1316 567 1883 642 3 503 1148 515 1260 0 1775 0 0 0 0 4806 Apprch %0 69.9 30.1 55.9 0.3 43.8 29 71 0 0 0 0 Total %0 27.4 11.8 39.2 13.4 0.1 10.5 23.9 10.7 26.2 0 36.9 0 0 0 0 Passenger Vehicles 0 1277 556 1833 607 1 494 1102 490 1224 0 1714 0 0 0 0 4649 % Passenger Vehicles 0 97 98.1 97.3 94.5 33.3 98.2 96 95.1 97.1 0 96.6 0 0 0 0 96.7 Large 2 Axle Vehicles 0 30 7 37 15 0 4 19 12 23 0 35 0 0 0 0 91 % Large 2 Axle Vehicles 0 2.3 1.2 2 2.3 0 0.8 1.7 2.3 1.8 0 2 0 0 0 0 1.9 3 Axle Vehicles 0 0 1 1 2 0 0 2 4 5 0 9 0 0 0 0 12 % 3 Axle Vehicles 0 0 0.2 0.1 0.3 0 0 0.2 0.8 0.4 0 0.5 0 0 0 0 0.2 4+ Axle Trucks 0 9 3 12 18 2 5 25 9 8 0 17 0 0 0 0 54 % 4+ Axle Trucks 0 0.7 0.5 0.6 2.8 66.7 1 2.2 1.7 0.6 0 1 0 0 0 0 1.1 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 186 81 267 105 0 57 162 69 159 0 228 0 0 0 0 657 07:45 AM 0 165 72 237 89 2 74 165 63 197 0 260 0 0 0 0 662 08:00 AM 0 181 56 237 82 1 91 174 57 183 0 240 0 0 0 0 651 08:15 AM 0 182 68 250 69 0 80 149 66 194 0 260 0 0 0 0 659 Total Volume 0 714 277 991 345 3 302 650 255 733 0 988 0 0 0 0 2629 % App. Total 0 72 28 53.1 0.5 46.5 25.8 74.2 0 0 0 0 PHF .000 .960 .855 .928 .821 .375 .830 .934 .924 .930 .000 .950 .000 .000 .000 .000 .993 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 277 Thru 714 Left 0 InOut Total 1035 991 2026 Ri g h t 30 2 Th r u 3 Le f t 34 5 Ou t To t a l In 0 65 0 65 0 Left 255 Thru 733 Right 0 Out TotalIn 1059 988 2047 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 53 5 0 53 5 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: 07:45 AM 07:15 AM 07:30 AM 07:00 AM +0 mins.0 165 72 237 91 0 62 153 69 159 0 228 0 0 0 0 +15 mins.0 181 56 237 105 0 57 162 63 197 0 260 0 0 0 0 +30 mins.0 182 68 250 89 2 74 165 57 183 0 240 0 0 0 0 +45 mins.0 188 82 270 82 1 91 174 66 194 0 260 0 0 0 0 Total Volume 0 716 278 994 367 3 284 654 255 733 0 988 0 0 0 0 % App. Total 0 72 28 56.1 0.5 43.4 25.8 74.2 0 0 0 0 PHF .000 .952 .848 .920 .874 .375 .780 .940 .924 .930 .000 .950 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 121 73 194 78 0 48 126 56 88 0 144 0 0 0 0 464 07:15 AM 0 156 67 223 87 0 61 148 81 121 0 202 0 0 0 0 573 07:30 AM 0 181 81 262 98 0 57 155 67 151 0 218 0 0 0 0 635 07:45 AM 0 163 69 232 82 1 74 157 62 191 0 253 0 0 0 0 642 Total 0 621 290 911 345 1 240 586 266 551 0 817 0 0 0 0 2314 08:00 AM 0 176 54 230 79 0 88 167 55 179 0 234 0 0 0 0 631 08:15 AM 0 174 67 241 67 0 78 145 62 191 0 253 0 0 0 0 639 08:30 AM 0 183 81 264 60 0 44 104 54 155 0 209 0 0 0 0 577 08:45 AM 0 123 64 187 56 0 44 100 53 148 0 201 0 0 0 0 488 Total 0 656 266 922 262 0 254 516 224 673 0 897 0 0 0 0 2335 Grand Total 0 1277 556 1833 607 1 494 1102 490 1224 0 1714 0 0 0 0 4649 Apprch %0 69.7 30.3 55.1 0.1 44.8 28.6 71.4 0 0 0 0 Total %0 27.5 12 39.4 13.1 0 10.6 23.7 10.5 26.3 0 36.9 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 181 81 262 98 0 57 155 67 151 0 218 0 0 0 0 635 07:45 AM 0 163 69 232 82 1 74 157 62 191 0 253 0 0 0 0 642 08:00 AM 0 176 54 230 79 0 88 167 55 179 0 234 0 0 0 0 631 08:15 AM 0 174 67 241 67 0 78 145 62 191 0 253 0 0 0 0 639 Total Volume 0 694 271 965 326 1 297 624 246 712 0 958 0 0 0 0 2547 % App. Total 0 71.9 28.1 52.2 0.2 47.6 25.7 74.3 0 0 0 0 PHF .000 .959 .836 .921 .832 .250 .844 .934 .918 .932 .000 .947 .000 .000 .000 .000 .992 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 271 Thru 694 Left 0 InOut Total 1009 965 1974 Ri g h t 29 7 Th r u 1 Le f t 32 6 Ou t To t a l In 0 62 4 62 4 Left 246 Thru 712 Right 0 Out TotalIn 1020 958 1978 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 51 8 0 51 8 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.0 181 81 262 98 0 57 155 67 151 0 218 0 0 0 0 +15 mins.0 163 69 232 82 1 74 157 62 191 0 253 0 0 0 0 +30 mins.0 176 54 230 79 0 88 167 55 179 0 234 0 0 0 0 +45 mins.0 174 67 241 67 0 78 145 62 191 0 253 0 0 0 0 Total Volume 0 694 271 965 326 1 297 624 246 712 0 958 0 0 0 0 % App. Total 0 71.9 28.1 52.2 0.2 47.6 25.7 74.3 0 0 0 0 PHF .000 .959 .836 .921 .832 .250 .844 .934 .918 .932 .000 .947 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 3 0 3 1 0 0 1 3 5 0 8 0 0 0 0 12 07:15 AM 0 3 1 4 1 0 0 1 2 2 0 4 0 0 0 0 9 07:30 AM 0 4 0 4 3 0 0 3 0 5 0 5 0 0 0 0 12 07:45 AM 0 0 1 1 2 0 0 2 1 5 0 6 0 0 0 0 9 Total 0 10 2 12 7 0 0 7 6 17 0 23 0 0 0 0 42 08:00 AM 0 4 0 4 2 0 0 2 0 3 0 3 0 0 0 0 9 08:15 AM 0 7 1 8 2 0 1 3 1 2 0 3 0 0 0 0 14 08:30 AM 0 4 1 5 2 0 2 4 4 0 0 4 0 0 0 0 13 08:45 AM 0 5 3 8 2 0 1 3 1 1 0 2 0 0 0 0 13 Total 0 20 5 25 8 0 4 12 6 6 0 12 0 0 0 0 49 Grand Total 0 30 7 37 15 0 4 19 12 23 0 35 0 0 0 0 91 Apprch %0 81.1 18.9 78.9 0 21.1 34.3 65.7 0 0 0 0 Total %0 33 7.7 40.7 16.5 0 4.4 20.9 13.2 25.3 0 38.5 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 4 0 4 3 0 0 3 0 5 0 5 0 0 0 0 12 07:45 AM 0 0 1 1 2 0 0 2 1 5 0 6 0 0 0 0 9 08:00 AM 0 4 0 4 2 0 0 2 0 3 0 3 0 0 0 0 9 08:15 AM 0 7 1 8 2 0 1 3 1 2 0 3 0 0 0 0 14 Total Volume 0 15 2 17 9 0 1 10 2 15 0 17 0 0 0 0 44 % App. Total 0 88.2 11.8 90 0 10 11.8 88.2 0 0 0 0 PHF .000 .536 .500 .531 .750 .000 .250 .833 .500 .750 .000 .708 .000 .000 .000 .000 .786 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 2 Thru 15 Left 0 InOut Total 16 17 33 Ri g h t 1 Th r u 0 Le f t 9 Ou t To t a l In 0 10 10 Left 2 Thru 15 Right 0 Out TotalIn 24 17 41 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 4 0 4 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 4 0 4 3 0 0 3 0 5 0 5 0 0 0 0 +15 mins.0 0 1 1 2 0 0 2 1 5 0 6 0 0 0 0 +30 mins.0 4 0 4 2 0 0 2 0 3 0 3 0 0 0 0 +45 mins.0 7 1 8 2 0 1 3 1 2 0 3 0 0 0 0 Total Volume 0 15 2 17 9 0 1 10 2 15 0 17 0 0 0 0 % App. Total 0 88.2 11.8 90 0 10 11.8 88.2 0 0 0 0 PHF .000 .536 .500 .531 .750 .000 .250 .833 .500 .750 .000 .708 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 1 0 1 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2 07:30 AM 0 0 0 0 1 0 0 1 0 2 0 2 0 0 0 0 3 07:45 AM 0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 0 2 Total 0 0 1 1 2 0 0 2 2 3 0 5 0 0 0 0 8 08:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 08:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 08:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 2 2 0 4 0 0 0 0 4 Grand Total 0 0 1 1 2 0 0 2 4 5 0 9 0 0 0 0 12 Apprch %0 0 100 100 0 0 44.4 55.6 0 0 0 0 Total %0 0 8.3 8.3 16.7 0 0 16.7 33.3 41.7 0 75 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 0 1 0 2 0 2 0 0 0 0 3 07:45 AM 0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 0 2 08:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 08:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total Volume 0 0 1 1 2 0 0 2 2 2 0 4 0 0 0 0 7 % App. Total 0 0 100 100 0 0 50 50 0 0 0 0 PHF .000 .000 .250 .250 .500 .000 .000 .500 .500 .250 .000 .500 .000 .000 .000 .000 .583 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 1 Thru 0 Left 0 InOut Total 2 1 3 Ri g h t 0 Th r u 0 Le f t 2 Ou t To t a l In 0 2 2 Left 2 Thru 2 Right 0 Out TotalIn 2 4 6 Le f t 0 Th r u 0 Ri g 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 1 0 0 1 0 2 0 2 0 0 0 0 +15 mins.0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 Total Volume 0 0 1 1 2 0 0 2 2 2 0 4 0 0 0 0 % App. Total 0 0 100 100 0 0 50 50 0 0 0 0 PHF .000 .000 .250 .250 .500 .000 .000 .500 .500 .250 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 3 0 0 3 1 2 0 3 0 0 0 0 6 07:15 AM 0 2 0 2 3 0 1 4 1 1 0 2 0 0 0 0 8 07:30 AM 0 1 0 1 3 0 0 3 2 1 0 3 0 0 0 0 7 07:45 AM 0 2 1 3 4 1 0 5 0 1 0 1 0 0 0 0 9 Total 0 5 1 6 13 1 1 15 4 5 0 9 0 0 0 0 30 08:00 AM 0 1 2 3 1 1 3 5 1 1 0 2 0 0 0 0 10 08:15 AM 0 1 0 1 0 0 1 1 2 1 0 3 0 0 0 0 5 08:30 AM 0 1 0 1 2 0 0 2 0 1 0 1 0 0 0 0 4 08:45 AM 0 1 0 1 2 0 0 2 2 0 0 2 0 0 0 0 5 Total 0 4 2 6 5 1 4 10 5 3 0 8 0 0 0 0 24 Grand Total 0 9 3 12 18 2 5 25 9 8 0 17 0 0 0 0 54 Apprch %0 75 25 72 8 20 52.9 47.1 0 0 0 0 Total %0 16.7 5.6 22.2 33.3 3.7 9.3 46.3 16.7 14.8 0 31.5 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 1 0 1 3 0 0 3 2 1 0 3 0 0 0 0 7 07:45 AM 0 2 1 3 4 1 0 5 0 1 0 1 0 0 0 0 9 08:00 AM 0 1 2 3 1 1 3 5 1 1 0 2 0 0 0 0 10 08:15 AM 0 1 0 1 0 0 1 1 2 1 0 3 0 0 0 0 5 Total Volume 0 5 3 8 8 2 4 14 5 4 0 9 0 0 0 0 31 % App. Total 0 62.5 37.5 57.1 14.3 28.6 55.6 44.4 0 0 0 0 PHF .000 .625 .375 .667 .500 .500 .333 .700 .625 1.00 .000 .750 .000 .000 .000 .000 .775 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 3 Thru 5 Left 0 InOut Total 8 8 16 Ri g h t 4 Th r u 2 Le f t 8 Ou t To t a l In 0 14 14 Left 5 Thru 4 Right 0 Out TotalIn 13 9 22 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 10 0 10 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 1 0 1 3 0 0 3 2 1 0 3 0 0 0 0 +15 mins.0 2 1 3 4 1 0 5 0 1 0 1 0 0 0 0 +30 mins.0 1 2 3 1 1 3 5 1 1 0 2 0 0 0 0 +45 mins.0 1 0 1 0 0 1 1 2 1 0 3 0 0 0 0 Total Volume 0 5 3 8 8 2 4 14 5 4 0 9 0 0 0 0 % App. Total 0 62.5 37.5 57.1 14.3 28.6 55.6 44.4 0 0 0 0 PHF .000 .625 .375 .667 .500 .500 .333 .700 .625 1.000 .000 .750 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 144 74 218 108 2 108 218 94 231 0 325 0 0 0 0 761 04:15 PM 0 121 57 178 116 1 95 212 81 224 0 305 0 0 0 0 695 04:30 PM 0 144 92 236 77 0 94 171 102 279 0 381 0 0 0 0 788 04:45 PM 0 178 78 256 94 1 84 179 103 258 0 361 0 0 0 0 796 Total 0 587 301 888 395 4 381 780 380 992 0 1372 0 0 0 0 3040 05:00 PM 0 174 85 259 72 0 86 158 96 255 0 351 0 0 0 0 768 05:15 PM 0 173 91 264 99 1 87 187 82 247 0 329 0 0 0 0 780 05:30 PM 0 162 92 254 91 0 98 189 84 275 0 359 0 0 0 0 802 05:45 PM 0 158 95 253 78 0 110 188 73 231 0 304 0 0 0 0 745 Total 0 667 363 1030 340 1 381 722 335 1008 0 1343 0 0 0 0 3095 Grand Total 0 1254 664 1918 735 5 762 1502 715 2000 0 2715 0 0 0 0 6135 Apprch %0 65.4 34.6 48.9 0.3 50.7 26.3 73.7 0 0 0 0 Total %0 20.4 10.8 31.3 12 0.1 12.4 24.5 11.7 32.6 0 44.3 0 0 0 0 Passenger Vehicles 0 1238 656 1894 723 4 752 1479 705 1979 0 2684 0 0 0 0 6057 % Passenger Vehicles 0 98.7 98.8 98.7 98.4 80 98.7 98.5 98.6 98.9 0 98.9 0 0 0 0 98.7 Large 2 Axle Vehicles 0 14 7 21 5 0 8 13 7 15 0 22 0 0 0 0 56 % Large 2 Axle Vehicles 0 1.1 1.1 1.1 0.7 0 1 0.9 1 0.8 0 0.8 0 0 0 0 0.9 3 Axle Vehicles 0 1 0 1 5 0 1 6 1 3 0 4 0 0 0 0 11 % 3 Axle Vehicles 0 0.1 0 0.1 0.7 0 0.1 0.4 0.1 0.2 0 0.1 0 0 0 0 0.2 4+ Axle Trucks 0 1 1 2 2 1 1 4 2 3 0 5 0 0 0 0 11 % 4+ Axle Trucks 0 0.1 0.2 0.1 0.3 20 0.1 0.3 0.3 0.2 0 0.2 0 0 0 0 0.2 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 178 78 256 94 1 84 179 103 258 0 361 0 0 0 0 796 05:00 PM 0 174 85 259 72 0 86 158 96 255 0 351 0 0 0 0 768 05:15 PM 0 173 91 264 99 1 87 187 82 247 0 329 0 0 0 0 780 05:30 PM 0 162 92 254 91 0 98 189 84 275 0 359 0 0 0 0 802 Total Volume 0 687 346 1033 356 2 355 713 365 1035 0 1400 0 0 0 0 3146 % App. Total 0 66.5 33.5 49.9 0.3 49.8 26.1 73.9 0 0 0 0 PHF .000 .965 .940 .978 .899 .500 .906 .943 .886 .941 .000 .970 .000 .000 .000 .000 .981 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 346 Thru 687 Left 0 InOut Total 1390 1033 2423 Ri g h t 35 5 Th r u 2 Le f t 35 6 Ou t To t a l In 0 71 3 71 3 Left 365 Thru 1035 Right 0 Out TotalIn 1043 1400 2443 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 71 3 0 71 3 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: 04:45 PM 04:00 PM 04:30 PM 04:00 PM +0 mins.0 178 78 256 108 2 108 218 102 279 0 381 0 0 0 0 +15 mins.0 174 85 259 116 1 95 212 103 258 0 361 0 0 0 0 +30 mins.0 173 91 264 77 0 94 171 96 255 0 351 0 0 0 0 +45 mins.0 162 92 254 94 1 84 179 82 247 0 329 0 0 0 0 Total Volume 0 687 346 1033 395 4 381 780 383 1039 0 1422 0 0 0 0 % App. Total 0 66.5 33.5 50.6 0.5 48.8 26.9 73.1 0 0 0 0 PHF .000 .965 .940 .978 .851 .500 .882 .894 .930 .931 .000 .933 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 142 72 214 107 2 106 215 93 231 0 324 0 0 0 0 753 04:15 PM 0 118 57 175 112 1 92 205 80 221 0 301 0 0 0 0 681 04:30 PM 0 142 92 234 77 0 93 170 99 274 0 373 0 0 0 0 777 04:45 PM 0 175 76 251 93 1 83 177 102 258 0 360 0 0 0 0 788 Total 0 577 297 874 389 4 374 767 374 984 0 1358 0 0 0 0 2999 05:00 PM 0 171 84 255 71 0 86 157 95 252 0 347 0 0 0 0 759 05:15 PM 0 172 91 263 97 0 87 184 82 245 0 327 0 0 0 0 774 05:30 PM 0 161 91 252 88 0 97 185 83 272 0 355 0 0 0 0 792 05:45 PM 0 157 93 250 78 0 108 186 71 226 0 297 0 0 0 0 733 Total 0 661 359 1020 334 0 378 712 331 995 0 1326 0 0 0 0 3058 Grand Total 0 1238 656 1894 723 4 752 1479 705 1979 0 2684 0 0 0 0 6057 Apprch %0 65.4 34.6 48.9 0.3 50.8 26.3 73.7 0 0 0 0 Total %0 20.4 10.8 31.3 11.9 0.1 12.4 24.4 11.6 32.7 0 44.3 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 175 76 251 93 1 83 177 102 258 0 360 0 0 0 0 788 05:00 PM 0 171 84 255 71 0 86 157 95 252 0 347 0 0 0 0 759 05:15 PM 0 172 91 263 97 0 87 184 82 245 0 327 0 0 0 0 774 05:30 PM 0 161 91 252 88 0 97 185 83 272 0 355 0 0 0 0 792 Total Volume 0 679 342 1021 349 1 353 703 362 1027 0 1389 0 0 0 0 3113 % App. Total 0 66.5 33.5 49.6 0.1 50.2 26.1 73.9 0 0 0 0 PHF .000 .970 .940 .971 .899 .250 .910 .950 .887 .944 .000 .965 .000 .000 .000 .000 .983 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 342 Thru 679 Left 0 InOut Total 1380 1021 2401 Ri g h t 35 3 Th r u 1 Le f t 34 9 Ou t To t a l In 0 70 3 70 3 Left 362 Thru 1027 Right 0 Out TotalIn 1028 1389 2417 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 70 5 0 70 5 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.0 175 76 251 93 1 83 177 102 258 0 360 0 0 0 0 +15 mins.0 171 84 255 71 0 86 157 95 252 0 347 0 0 0 0 +30 mins.0 172 91 263 97 0 87 184 82 245 0 327 0 0 0 0 +45 mins.0 161 91 252 88 0 97 185 83 272 0 355 0 0 0 0 Total Volume 0 679 342 1021 349 1 353 703 362 1027 0 1389 0 0 0 0 % App. Total 0 66.5 33.5 49.6 0.1 50.2 26.1 73.9 0 0 0 0 PHF .000 .970 .940 .971 .899 .250 .910 .950 .887 .944 .000 .965 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 2 2 4 0 0 1 1 1 0 0 1 0 0 0 0 6 04:15 PM 0 3 0 3 1 0 3 4 1 2 0 3 0 0 0 0 10 04:30 PM 0 1 0 1 0 0 1 1 1 3 0 4 0 0 0 0 6 04:45 PM 0 3 2 5 0 0 1 1 1 0 0 1 0 0 0 0 7 Total 0 9 4 13 1 0 6 7 4 5 0 9 0 0 0 0 29 05:00 PM 0 2 1 3 1 0 0 1 1 3 0 4 0 0 0 0 8 05:15 PM 0 1 0 1 1 0 0 1 0 1 0 1 0 0 0 0 3 05:30 PM 0 1 1 2 2 0 1 3 1 2 0 3 0 0 0 0 8 05:45 PM 0 1 1 2 0 0 1 1 1 4 0 5 0 0 0 0 8 Total 0 5 3 8 4 0 2 6 3 10 0 13 0 0 0 0 27 Grand Total 0 14 7 21 5 0 8 13 7 15 0 22 0 0 0 0 56 Apprch %0 66.7 33.3 38.5 0 61.5 31.8 68.2 0 0 0 0 Total %0 25 12.5 37.5 8.9 0 14.3 23.2 12.5 26.8 0 39.3 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 3 2 5 0 0 1 1 1 0 0 1 0 0 0 0 7 05:00 PM 0 2 1 3 1 0 0 1 1 3 0 4 0 0 0 0 8 05:15 PM 0 1 0 1 1 0 0 1 0 1 0 1 0 0 0 0 3 05:30 PM 0 1 1 2 2 0 1 3 1 2 0 3 0 0 0 0 8 Total Volume 0 7 4 11 4 0 2 6 3 6 0 9 0 0 0 0 26 % App. Total 0 63.6 36.4 66.7 0 33.3 33.3 66.7 0 0 0 0 PHF .000 .583 .500 .550 .500 .000 .500 .500 .750 .500 .000 .563 .000 .000 .000 .000 .813 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 4 Thru 7 Left 0 InOut Total 8 11 19 Ri g h t 2 Th r u 0 Le f t 4 Ou t To t a l In 0 6 6 Left 3 Thru 6 Right 0 Out TotalIn 11 9 20 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 7 0 7 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 3 2 5 0 0 1 1 1 0 0 1 0 0 0 0 +15 mins.0 2 1 3 1 0 0 1 1 3 0 4 0 0 0 0 +30 mins.0 1 0 1 1 0 0 1 0 1 0 1 0 0 0 0 +45 mins.0 1 1 2 2 0 1 3 1 2 0 3 0 0 0 0 Total Volume 0 7 4 11 4 0 2 6 3 6 0 9 0 0 0 0 % App. Total 0 63.6 36.4 66.7 0 33.3 33.3 66.7 0 0 0 0 PHF .000 .583 .500 .550 .500 .000 .500 .500 .750 .500 .000 .563 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 1 0 1 2 0 0 0 0 0 0 0 0 2 04:15 PM 0 0 0 0 3 0 0 3 0 1 0 1 0 0 0 0 4 04:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 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 4 0 1 5 0 2 0 2 0 0 0 0 7 05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 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 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 1 0 1 1 0 0 1 1 1 0 2 0 0 0 0 4 Grand Total 0 1 0 1 5 0 1 6 1 3 0 4 0 0 0 0 11 Apprch %0 100 0 83.3 0 16.7 25 75 0 0 0 0 Total %0 9.1 0 9.1 45.5 0 9.1 54.5 9.1 27.3 0 36.4 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 0 0 0 0 0 0 0 0 05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 0 1 1 0 0 1 0 1 0 1 0 0 0 0 3 % App. Total 0 100 0 100 0 0 0 100 0 0 0 0 PHF .000 .250 .000 .250 .250 .000 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 0 Thru 1 Left 0 InOut Total 1 1 2 Ri g h t 0 Th r u 0 Le f t 1 Ou t To t a l In 0 1 1 Left 0 Thru 1 Right 0 Out TotalIn 2 1 3 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 1 0 0 1 0 1 0 1 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 1 0 1 1 0 0 1 0 1 0 1 0 0 0 0 % App. Total 0 100 0 100 0 0 0 100 0 0 0 0 PHF .000 .250 .000 .250 .250 .000 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 1 0 1 0 0 0 0 2 1 0 3 0 0 0 0 4 04:45 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 Total 0 1 0 1 1 0 0 1 2 1 0 3 0 0 0 0 5 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 1 0 1 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 2 05:45 PM 0 0 1 1 0 0 1 1 0 1 0 1 0 0 0 0 3 Total 0 0 1 1 1 1 1 3 0 2 0 2 0 0 0 0 6 Grand Total 0 1 1 2 2 1 1 4 2 3 0 5 0 0 0 0 11 Apprch %0 50 50 50 25 25 40 60 0 0 0 0 Total %0 9.1 9.1 18.2 18.2 9.1 9.1 36.4 18.2 27.3 0 45.5 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp 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 1 0 0 1 0 0 0 0 0 0 0 0 1 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 1 0 1 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 2 Total Volume 0 0 0 0 2 1 0 3 0 1 0 1 0 0 0 0 4 % App. Total 0 0 0 66.7 33.3 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .500 .250 .000 .750 .000 .250 .000 .250 .000 .000 .000 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 22_FON_Citrus_210W PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 0 Thru 0 Left 0 InOut Total 1 0 1 Ri g h t 0 Th r u 1 Le f t 2 Ou t To t a l In 0 3 3 Left 0 Thru 1 Right 0 Out TotalIn 2 1 3 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 1 0 1 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 1 0 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 0 0 0 +30 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 Total Volume 0 0 0 0 2 1 0 3 0 1 0 1 0 0 0 0 % App. Total 0 0 0 66.7 33.3 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .500 .250 .000 .750 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Location: Date: 5/7/2024 N/S: Day:Tuesday E/W: North Leg East Leg South Leg West Leg Citrus Avenue SR-210 WB Ramps Citrus Avenue SR-210 WB Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 4 4 North Leg East Leg South Leg West Leg Citrus Avenue SR-210 WB Ramps Citrus Avenue SR-210 WB Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 Fontana Citrus Avenue SR-210 WB Ramps PEDESTRIANS 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 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 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 Location: Date: 5/7/2024 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SR-210 WB Ramps Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM 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 5:30 PM 5:45 PM Citrus Avenue SR-210 WB Ramps Citrus Avenue SR-210 WB Ramps TOTAL VOLUMES: Citrus Avenue SR-210 WB Ramps Citrus Avenue SR-210 WB Ramps Southbound Westbound Northbound Eastbound Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 40 154 0 194 0 0 0 0 0 116 112 228 46 0 80 126 548 07:15 AM 58 205 0 263 0 0 0 0 0 166 145 311 41 0 90 131 705 07:30 AM 64 230 0 294 0 0 0 0 0 180 136 316 49 0 80 129 739 07:45 AM 64 194 0 258 0 0 0 0 0 184 102 286 71 0 106 177 721 Total 226 783 0 1009 0 0 0 0 0 646 495 1141 207 0 356 563 2713 08:00 AM 77 204 0 281 0 0 0 0 0 163 92 255 66 1 101 168 704 08:15 AM 83 178 0 261 0 0 0 0 0 171 102 273 85 0 103 188 722 08:30 AM 77 186 0 263 0 0 0 0 0 147 104 251 70 1 110 181 695 08:45 AM 45 154 0 199 0 0 0 0 0 126 91 217 86 1 90 177 593 Total 282 722 0 1004 0 0 0 0 0 607 389 996 307 3 404 714 2714 Grand Total 508 1505 0 2013 0 0 0 0 0 1253 884 2137 514 3 760 1277 5427 Apprch %25.2 74.8 0 0 0 0 0 58.6 41.4 40.3 0.2 59.5 Total %9.4 27.7 0 37.1 0 0 0 0 0 23.1 16.3 39.4 9.5 0.1 14 23.5 Passenger Vehicles 493 1443 0 1936 0 0 0 0 0 1211 856 2067 495 2 738 1235 5238 % Passenger Vehicles 97 95.9 0 96.2 0 0 0 0 0 96.6 96.8 96.7 96.3 66.7 97.1 96.7 96.5 Large 2 Axle Vehicles 12 34 0 46 0 0 0 0 0 27 10 37 9 0 10 19 102 % Large 2 Axle Vehicles 2.4 2.3 0 2.3 0 0 0 0 0 2.2 1.1 1.7 1.8 0 1.3 1.5 1.9 3 Axle Vehicles 0 4 0 4 0 0 0 0 0 7 8 15 1 0 6 7 26 % 3 Axle Vehicles 0 0.3 0 0.2 0 0 0 0 0 0.6 0.9 0.7 0.2 0 0.8 0.5 0.5 4+ Axle Trucks 3 24 0 27 0 0 0 0 0 8 10 18 9 1 6 16 61 % 4+ Axle Trucks 0.6 1.6 0 1.3 0 0 0 0 0 0.6 1.1 0.8 1.8 33.3 0.8 1.3 1.1 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 64 230 0 294 0 0 0 0 0 180 136 316 49 0 80 129 739 07:45 AM 64 194 0 258 0 0 0 0 0 184 102 286 71 0 106 177 721 08:00 AM 77 204 0 281 0 0 0 0 0 163 92 255 66 1 101 168 704 08:15 AM 83 178 0 261 0 0 0 0 0 171 102 273 85 0 103 188 722 Total Volume 288 806 0 1094 0 0 0 0 0 698 432 1130 271 1 390 662 2886 % App. Total 26.3 73.7 0 0 0 0 0 61.8 38.2 40.9 0.2 58.9 PHF .867 .876 .000 .930 .000 .000 .000 .000 .000 .948 .794 .894 .797 .250 .920 .880 .976 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 806 Left 288 InOut Total 969 1094 2063 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 72 1 0 72 1 Left 0 Thru 698 Right 432 Out TotalIn 1196 1130 2326 Le f t 27 1 Th r u 1 Ri g h t 39 0 To t a l Ou t In 0 66 2 66 2 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 07:00 AM 07:15 AM 07:45 AM +0 mins.58 205 0 263 0 0 0 0 0 166 145 311 71 0 106 177 +15 mins.64 230 0 294 0 0 0 0 0 180 136 316 66 1 101 168 +30 mins.64 194 0 258 0 0 0 0 0 184 102 286 85 0 103 188 +45 mins.77 204 0 281 0 0 0 0 0 163 92 255 70 1 110 181 Total Volume 263 833 0 1096 0 0 0 0 0 693 475 1168 292 2 420 714 % App. Total 24 76 0 0 0 0 0 59.3 40.7 40.9 0.3 58.8 PHF .854 .905 .000 .932 .000 .000 .000 .000 .000 .942 .819 .924 .859 .500 .955 .949 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 40 147 0 187 0 0 0 0 0 107 106 213 43 0 75 118 518 07:15 AM 57 196 0 253 0 0 0 0 0 159 141 300 39 0 87 126 679 07:30 AM 61 220 0 281 0 0 0 0 0 170 134 304 46 0 78 124 709 07:45 AM 64 186 0 250 0 0 0 0 0 181 99 280 68 0 104 172 702 Total 222 749 0 971 0 0 0 0 0 617 480 1097 196 0 344 540 2608 08:00 AM 77 195 0 272 0 0 0 0 0 160 89 249 63 0 99 162 683 08:15 AM 79 173 0 252 0 0 0 0 0 167 100 267 83 0 100 183 702 08:30 AM 72 181 0 253 0 0 0 0 0 143 100 243 70 1 108 179 675 08:45 AM 43 145 0 188 0 0 0 0 0 124 87 211 83 1 87 171 570 Total 271 694 0 965 0 0 0 0 0 594 376 970 299 2 394 695 2630 Grand Total 493 1443 0 1936 0 0 0 0 0 1211 856 2067 495 2 738 1235 5238 Apprch %25.5 74.5 0 0 0 0 0 58.6 41.4 40.1 0.2 59.8 Total %9.4 27.5 0 37 0 0 0 0 0 23.1 16.3 39.5 9.5 0 14.1 23.6 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 61 220 0 281 0 0 0 0 0 170 134 304 46 0 78 124 709 07:45 AM 64 186 0 250 0 0 0 0 0 181 99 280 68 0 104 172 702 08:00 AM 77 195 0 272 0 0 0 0 0 160 89 249 63 0 99 162 683 08:15 AM 79 173 0 252 0 0 0 0 0 167 100 267 83 0 100 183 702 Total Volume 281 774 0 1055 0 0 0 0 0 678 422 1100 260 0 381 641 2796 % App. Total 26.6 73.4 0 0 0 0 0 61.6 38.4 40.6 0 59.4 PHF .889 .880 .000 .939 .000 .000 .000 .000 .000 .936 .787 .905 .783 .000 .916 .876 .986 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 774 Left 281 InOut Total 938 1055 1993 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 70 3 0 70 3 Left 0 Thru 678 Right 422 Out TotalIn 1155 1100 2255 Le f t 26 0 Th r u 0 Ri g h t 38 1 To t a l Ou t In 0 64 1 64 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.61 220 0 281 0 0 0 0 0 170 134 304 46 0 78 124 +15 mins.64 186 0 250 0 0 0 0 0 181 99 280 68 0 104 172 +30 mins.77 195 0 272 0 0 0 0 0 160 89 249 63 0 99 162 +45 mins.79 173 0 252 0 0 0 0 0 167 100 267 83 0 100 183 Total Volume 281 774 0 1055 0 0 0 0 0 678 422 1100 260 0 381 641 % App. Total 26.6 73.4 0 0 0 0 0 61.6 38.4 40.6 0 59.4 PHF .889 .880 .000 .939 .000 .000 .000 .000 .000 .936 .787 .905 .783 .000 .916 .876 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 4 0 4 0 0 0 0 0 7 3 10 1 0 2 3 17 07:15 AM 1 3 0 4 0 0 0 0 0 4 3 7 1 0 0 1 12 07:30 AM 2 6 0 8 0 0 0 0 0 6 0 6 2 0 1 3 17 07:45 AM 0 2 0 2 0 0 0 0 0 2 1 3 2 0 2 4 9 Total 3 15 0 18 0 0 0 0 0 19 7 26 6 0 5 11 55 08:00 AM 0 6 0 6 0 0 0 0 0 1 1 2 1 0 0 1 9 08:15 AM 3 4 0 7 0 0 0 0 0 2 0 2 1 0 1 2 11 08:30 AM 4 3 0 7 0 0 0 0 0 4 1 5 0 0 1 1 13 08:45 AM 2 6 0 8 0 0 0 0 0 1 1 2 1 0 3 4 14 Total 9 19 0 28 0 0 0 0 0 8 3 11 3 0 5 8 47 Grand Total 12 34 0 46 0 0 0 0 0 27 10 37 9 0 10 19 102 Apprch %26.1 73.9 0 0 0 0 0 73 27 47.4 0 52.6 Total %11.8 33.3 0 45.1 0 0 0 0 0 26.5 9.8 36.3 8.8 0 9.8 18.6 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 6 0 8 0 0 0 0 0 6 0 6 2 0 1 3 17 07:45 AM 0 2 0 2 0 0 0 0 0 2 1 3 2 0 2 4 9 08:00 AM 0 6 0 6 0 0 0 0 0 1 1 2 1 0 0 1 9 08:15 AM 3 4 0 7 0 0 0 0 0 2 0 2 1 0 1 2 11 Total Volume 5 18 0 23 0 0 0 0 0 11 2 13 6 0 4 10 46 % App. Total 21.7 78.3 0 0 0 0 0 84.6 15.4 60 0 40 PHF .417 .750 .000 .719 .000 .000 .000 .000 .000 .458 .500 .542 .750 .000 .500 .625 .676 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 18 Left 5 InOut Total 17 23 40 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 7 0 7 Left 0 Thru 11 Right 2 Out TotalIn 22 13 35 Le f t 6 Th r u 0 Ri g h t 4 To t a l Ou t In 0 10 10 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.2 6 0 8 0 0 0 0 0 6 0 6 2 0 1 3 +15 mins.0 2 0 2 0 0 0 0 0 2 1 3 2 0 2 4 +30 mins.0 6 0 6 0 0 0 0 0 1 1 2 1 0 0 1 +45 mins.3 4 0 7 0 0 0 0 0 2 0 2 1 0 1 2 Total Volume 5 18 0 23 0 0 0 0 0 11 2 13 6 0 4 10 % App. Total 21.7 78.3 0 0 0 0 0 84.6 15.4 60 0 40 PHF .417 .750 .000 .719 .000 .000 .000 .000 .000 .458 .500 .542 .750 .000 .500 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 1 0 1 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 0 0 0 1 1 2 1 0 3 4 6 07:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 07:45 AM 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0 5 Total 0 3 0 3 0 0 0 0 0 4 3 7 1 0 3 4 14 08:00 AM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 2 08:15 AM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 2 2 5 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 08:45 AM 0 0 0 0 0 0 0 0 0 1 3 4 0 0 0 0 4 Total 0 1 0 1 0 0 0 0 0 3 5 8 0 0 3 3 12 Grand Total 0 4 0 4 0 0 0 0 0 7 8 15 1 0 6 7 26 Apprch %0 100 0 0 0 0 0 46.7 53.3 14.3 0 85.7 Total %0 15.4 0 15.4 0 0 0 0 0 26.9 30.8 57.7 3.8 0 23.1 26.9 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 07:45 AM 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0 5 08:00 AM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 2 08:15 AM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 2 2 5 Total Volume 0 4 0 4 0 0 0 0 0 4 4 8 0 0 2 2 14 % App. Total 0 100 0 0 0 0 0 50 50 0 0 100 PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 1.00 .500 .667 .000 .000 .250 .250 .700 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 4 Left 0 InOut Total 4 4 8 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 4 0 4 Left 0 Thru 4 Right 4 Out TotalIn 6 8 14 Le f t 0 Th r u 0 Ri g h t 2 To t a l Ou t In 0 2 2 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 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +15 mins.0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 +45 mins.0 1 0 1 0 0 0 0 0 1 1 2 0 0 2 2 Total Volume 0 4 0 4 0 0 0 0 0 4 4 8 0 0 2 2 % App. Total 0 100 0 0 0 0 0 50 50 0 0 100 PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 1.000 .500 .667 .000 .000 .250 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 3 0 3 0 0 0 0 0 1 3 4 2 0 3 5 12 07:15 AM 0 6 0 6 0 0 0 0 0 2 0 2 0 0 0 0 8 07:30 AM 1 3 0 4 0 0 0 0 0 3 2 5 1 0 1 2 11 07:45 AM 0 4 0 4 0 0 0 0 0 0 0 0 1 0 0 1 5 Total 1 16 0 17 0 0 0 0 0 6 5 11 4 0 4 8 36 08:00 AM 0 3 0 3 0 0 0 0 0 1 1 2 2 1 2 5 10 08:15 AM 1 0 0 1 0 0 0 0 0 1 1 2 1 0 0 1 4 08:30 AM 1 2 0 3 0 0 0 0 0 0 3 3 0 0 0 0 6 08:45 AM 0 3 0 3 0 0 0 0 0 0 0 0 2 0 0 2 5 Total 2 8 0 10 0 0 0 0 0 2 5 7 5 1 2 8 25 Grand Total 3 24 0 27 0 0 0 0 0 8 10 18 9 1 6 16 61 Apprch %11.1 88.9 0 0 0 0 0 44.4 55.6 56.2 6.2 37.5 Total %4.9 39.3 0 44.3 0 0 0 0 0 13.1 16.4 29.5 14.8 1.6 9.8 26.2 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 0 0 0 0 0 3 2 5 1 0 1 2 11 07:45 AM 0 4 0 4 0 0 0 0 0 0 0 0 1 0 0 1 5 08:00 AM 0 3 0 3 0 0 0 0 0 1 1 2 2 1 2 5 10 08:15 AM 1 0 0 1 0 0 0 0 0 1 1 2 1 0 0 1 4 Total Volume 2 10 0 12 0 0 0 0 0 5 4 9 5 1 3 9 30 % App. Total 16.7 83.3 0 0 0 0 0 55.6 44.4 55.6 11.1 33.3 PHF .500 .625 .000 .750 .000 .000 .000 .000 .000 .417 .500 .450 .625 .250 .375 .450 .682 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E AM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 10 Left 2 InOut Total 10 12 22 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 7 0 7 Left 0 Thru 5 Right 4 Out TotalIn 13 9 22 Le f t 5 Th r u 1 Ri g h t 3 To t a l Ou t In 0 9 9 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.1 3 0 4 0 0 0 0 0 3 2 5 1 0 1 2 +15 mins.0 4 0 4 0 0 0 0 0 0 0 0 1 0 0 1 +30 mins.0 3 0 3 0 0 0 0 0 1 1 2 2 1 2 5 +45 mins.1 0 0 1 0 0 0 0 0 1 1 2 1 0 0 1 Total Volume 2 10 0 12 0 0 0 0 0 5 4 9 5 1 3 9 % App. Total 16.7 83.3 0 0 0 0 0 55.6 44.4 55.6 11.1 33.3 PHF .500 .625 .000 .750 .000 .000 .000 .000 .000 .417 .500 .450 .625 .250 .375 .450 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 54 211 0 265 0 0 0 0 0 222 84 306 103 0 91 194 765 04:15 PM 44 189 0 233 0 0 0 0 0 218 73 291 96 1 95 192 716 04:30 PM 56 184 0 240 0 0 0 0 0 273 95 368 95 0 90 185 793 04:45 PM 53 212 0 265 0 0 0 0 0 261 80 341 103 0 75 178 784 Total 207 796 0 1003 0 0 0 0 0 974 332 1306 397 1 351 749 3058 05:00 PM 52 197 0 249 0 0 0 0 0 247 91 338 111 2 80 193 780 05:15 PM 38 237 0 275 0 0 0 0 0 232 95 327 100 0 73 173 775 05:30 PM 52 199 0 251 0 0 0 0 0 240 89 329 117 0 77 194 774 05:45 PM 53 195 0 248 0 0 0 0 0 202 78 280 85 0 77 162 690 Total 195 828 0 1023 0 0 0 0 0 921 353 1274 413 2 307 722 3019 Grand Total 402 1624 0 2026 0 0 0 0 0 1895 685 2580 810 3 658 1471 6077 Apprch %19.8 80.2 0 0 0 0 0 73.4 26.6 55.1 0.2 44.7 Total %6.6 26.7 0 33.3 0 0 0 0 0 31.2 11.3 42.5 13.3 0 10.8 24.2 Passenger Vehicles 396 1601 0 1997 0 0 0 0 0 1875 661 2536 797 3 651 1451 5984 % Passenger Vehicles 98.5 98.6 0 98.6 0 0 0 0 0 98.9 96.5 98.3 98.4 100 98.9 98.6 98.5 Large 2 Axle Vehicles 4 14 0 18 0 0 0 0 0 14 12 26 8 0 3 11 55 % Large 2 Axle Vehicles 1 0.9 0 0.9 0 0 0 0 0 0.7 1.8 1 1 0 0.5 0.7 0.9 3 Axle Vehicles 1 5 0 6 0 0 0 0 0 4 8 12 1 0 0 1 19 % 3 Axle Vehicles 0.2 0.3 0 0.3 0 0 0 0 0 0.2 1.2 0.5 0.1 0 0 0.1 0.3 4+ Axle Trucks 1 4 0 5 0 0 0 0 0 2 4 6 4 0 4 8 19 % 4+ Axle Trucks 0.2 0.2 0 0.2 0 0 0 0 0 0.1 0.6 0.2 0.5 0 0.6 0.5 0.3 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 56 184 0 240 0 0 0 0 0 273 95 368 95 0 90 185 793 04:45 PM 53 212 0 265 0 0 0 0 0 261 80 341 103 0 75 178 784 05:00 PM 52 197 0 249 0 0 0 0 0 247 91 338 111 2 80 193 780 05:15 PM 38 237 0 275 0 0 0 0 0 232 95 327 100 0 73 173 775 Total Volume 199 830 0 1029 0 0 0 0 0 1013 361 1374 409 2 318 729 3132 % App. Total 19.3 80.7 0 0 0 0 0 73.7 26.3 56.1 0.3 43.6 PHF .888 .876 .000 .935 .000 .000 .000 .000 .000 .928 .950 .933 .921 .250 .883 .944 .987 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 830 Left 199 InOut Total 1422 1029 2451 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 56 2 0 56 2 Left 0 Thru 1013 Right 361 Out TotalIn 1148 1374 2522 Le f t 40 9 Th r u 2 Ri g h t 31 8 To t a l Ou t In 0 72 9 72 9 Peak Hour Begins at 04:30 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: 04:45 PM 04:00 PM 04:30 PM 04:00 PM +0 mins.53 212 0 265 0 0 0 0 0 273 95 368 103 0 91 194 +15 mins.52 197 0 249 0 0 0 0 0 261 80 341 96 1 95 192 +30 mins.38 237 0 275 0 0 0 0 0 247 91 338 95 0 90 185 +45 mins.52 199 0 251 0 0 0 0 0 232 95 327 103 0 75 178 Total Volume 195 845 0 1040 0 0 0 0 0 1013 361 1374 397 1 351 749 % App. Total 18.8 81.2 0 0 0 0 0 73.7 26.3 53 0.1 46.9 PHF .920 .891 .000 .945 .000 .000 .000 .000 .000 .928 .950 .933 .964 .250 .924 .965 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 53 210 0 263 0 0 0 0 0 221 78 299 103 0 89 192 754 04:15 PM 44 182 0 226 0 0 0 0 0 215 69 284 95 1 93 189 699 04:30 PM 56 182 0 238 0 0 0 0 0 268 92 360 91 0 88 179 777 04:45 PM 53 208 0 261 0 0 0 0 0 260 79 339 102 0 75 177 777 Total 206 782 0 988 0 0 0 0 0 964 318 1282 391 1 345 737 3007 05:00 PM 49 195 0 244 0 0 0 0 0 245 90 335 110 2 80 192 771 05:15 PM 38 234 0 272 0 0 0 0 0 232 94 326 98 0 73 171 769 05:30 PM 51 196 0 247 0 0 0 0 0 236 86 322 115 0 77 192 761 05:45 PM 52 194 0 246 0 0 0 0 0 198 73 271 83 0 76 159 676 Total 190 819 0 1009 0 0 0 0 0 911 343 1254 406 2 306 714 2977 Grand Total 396 1601 0 1997 0 0 0 0 0 1875 661 2536 797 3 651 1451 5984 Apprch %19.8 80.2 0 0 0 0 0 73.9 26.1 54.9 0.2 44.9 Total %6.6 26.8 0 33.4 0 0 0 0 0 31.3 11 42.4 13.3 0.1 10.9 24.2 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 56 182 0 238 0 0 0 0 0 268 92 360 91 0 88 179 777 04:45 PM 53 208 0 261 0 0 0 0 0 260 79 339 102 0 75 177 777 05:00 PM 49 195 0 244 0 0 0 0 0 245 90 335 110 2 80 192 771 05:15 PM 38 234 0 272 0 0 0 0 0 232 94 326 98 0 73 171 769 Total Volume 196 819 0 1015 0 0 0 0 0 1005 355 1360 401 2 316 719 3094 % App. Total 19.3 80.7 0 0 0 0 0 73.9 26.1 55.8 0.3 43.9 PHF .875 .875 .000 .933 .000 .000 .000 .000 .000 .938 .944 .944 .911 .250 .898 .936 .995 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 819 Left 196 InOut Total 1406 1015 2421 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 55 3 0 55 3 Left 0 Thru 1005 Right 355 Out TotalIn 1135 1360 2495 Le f t 40 1 Th r u 2 Ri g h t 31 6 To t a l Ou t In 0 71 9 71 9 Peak Hour Begins at 04:30 PM Passenger Vehicles Peak Hour Data North 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.56 182 0 238 0 0 0 0 0 268 92 360 91 0 88 179 +15 mins.53 208 0 261 0 0 0 0 0 260 79 339 102 0 75 177 +30 mins.49 195 0 244 0 0 0 0 0 245 90 335 110 2 80 192 +45 mins.38 234 0 272 0 0 0 0 0 232 94 326 98 0 73 171 Total Volume 196 819 0 1015 0 0 0 0 0 1005 355 1360 401 2 316 719 % App. Total 19.3 80.7 0 0 0 0 0 73.9 26.1 55.8 0.3 43.9 PHF .875 .875 .000 .933 .000 .000 .000 .000 .000 .938 .944 .944 .911 .250 .898 .936 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 1 0 0 1 0 0 0 0 0 1 3 4 0 0 1 1 6 04:15 PM 0 4 0 4 0 0 0 0 0 1 0 1 1 0 0 1 6 04:30 PM 0 1 0 1 0 0 0 0 0 3 3 6 2 0 1 3 10 04:45 PM 0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0 5 Total 1 8 0 9 0 0 0 0 0 6 7 13 3 0 2 5 27 05:00 PM 1 2 0 3 0 0 0 0 0 2 1 3 1 0 0 1 7 05:15 PM 0 2 0 2 0 0 0 0 0 0 1 1 1 0 0 1 4 05:30 PM 1 2 0 3 0 0 0 0 0 3 1 4 2 0 0 2 9 05:45 PM 1 0 0 1 0 0 0 0 0 3 2 5 1 0 1 2 8 Total 3 6 0 9 0 0 0 0 0 8 5 13 5 0 1 6 28 Grand Total 4 14 0 18 0 0 0 0 0 14 12 26 8 0 3 11 55 Apprch %22.2 77.8 0 0 0 0 0 53.8 46.2 72.7 0 27.3 Total %7.3 25.5 0 32.7 0 0 0 0 0 25.5 21.8 47.3 14.5 0 5.5 20 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 1 0 1 0 0 0 0 0 3 3 6 2 0 1 3 10 04:45 PM 0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0 5 05:00 PM 1 2 0 3 0 0 0 0 0 2 1 3 1 0 0 1 7 05:15 PM 0 2 0 2 0 0 0 0 0 0 1 1 1 0 0 1 4 Total Volume 1 8 0 9 0 0 0 0 0 6 6 12 4 0 1 5 26 % App. Total 11.1 88.9 0 0 0 0 0 50 50 80 0 20 PHF .250 .667 .000 .750 .000 .000 .000 .000 .000 .500 .500 .500 .500 .000 .250 .417 .650 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 8 Left 1 InOut Total 10 9 19 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 7 0 7 Left 0 Thru 6 Right 6 Out TotalIn 9 12 21 Le f t 4 Th r u 0 Ri g h t 1 To t a l Ou t In 0 5 5 Peak Hour Begins at 04:30 PM Large 2 Axle Vehicles Peak Hour Data North 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 1 0 1 0 0 0 0 0 3 3 6 2 0 1 3 +15 mins.0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0 +30 mins.1 2 0 3 0 0 0 0 0 2 1 3 1 0 0 1 +45 mins.0 2 0 2 0 0 0 0 0 0 1 1 1 0 0 1 Total Volume 1 8 0 9 0 0 0 0 0 6 6 12 4 0 1 5 % App. Total 11.1 88.9 0 0 0 0 0 50 50 80 0 20 PHF .250 .667 .000 .750 .000 .000 .000 .000 .000 .500 .500 .500 .500 .000 .250 .417 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2 04:15 PM 0 3 0 3 0 0 0 0 0 2 3 5 0 0 0 0 8 04:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 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 4 0 4 0 0 0 0 0 3 4 7 0 0 0 0 11 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 1 2 3 0 0 0 0 3 Total 1 1 0 2 0 0 0 0 0 1 4 5 1 0 0 1 8 Grand Total 1 5 0 6 0 0 0 0 0 4 8 12 1 0 0 1 19 Apprch %16.7 83.3 0 0 0 0 0 33.3 66.7 100 0 0 Total %5.3 26.3 0 31.6 0 0 0 0 0 21.1 42.1 63.2 5.3 0 0 5.3 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 0 0 0 0 0 0 0 0 1 0 1 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 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 Total Volume 1 1 0 2 0 0 0 0 0 1 0 1 1 0 0 1 4 % App. Total 50 50 0 0 0 0 0 100 0 100 0 0 PHF .250 .250 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .250 .000 .000 .250 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 1 Left 1 InOut Total 2 2 4 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 1 0 1 Left 0 Thru 1 Right 0 Out TotalIn 1 1 2 Le f t 1 Th r u 0 Ri g h t 0 To t a l Ou t In 0 1 1 Peak Hour Begins at 04:30 PM 3 Axle Vehicles Peak Hour Data North 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 0 0 0 0 0 0 0 0 1 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.1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 Total Volume 1 1 0 2 0 0 0 0 0 1 0 1 1 0 0 1 % App. Total 50 50 0 0 0 0 0 100 0 100 0 0 PHF .250 .250 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .250 .000 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 2 2 0 0 1 1 3 04:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 2 3 04:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 2 0 1 3 5 04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 Total 0 2 0 2 0 0 0 0 0 1 3 4 3 0 4 7 13 05:00 PM 1 0 0 1 0 0 0 0 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 0 0 0 0 05:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 05:45 PM 0 1 0 1 0 0 0 0 0 0 1 1 1 0 0 1 3 Total 1 2 0 3 0 0 0 0 0 1 1 2 1 0 0 1 6 Grand Total 1 4 0 5 0 0 0 0 0 2 4 6 4 0 4 8 19 Apprch %20 80 0 0 0 0 0 33.3 66.7 50 0 50 Total %5.3 21.1 0 26.3 0 0 0 0 0 10.5 21.1 31.6 21.1 0 21.1 42.1 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp 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 1 0 1 0 0 0 0 0 1 0 1 2 0 1 3 5 04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 05:00 PM 1 0 0 1 0 0 0 0 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 0 0 0 0 Total Volume 1 2 0 3 0 0 0 0 0 1 0 1 3 0 1 4 8 % App. Total 33.3 66.7 0 0 0 0 0 100 0 75 0 25 PHF .250 .500 .000 .750 .000 .000 .000 .000 .000 .250 .000 .250 .375 .000 .250 .333 .400 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : 23_FON_Citrus_210E PM Site Code : 99924413 Start Date : 5/7/2024 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 2 Left 1 InOut Total 4 3 7 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 1 0 1 Left 0 Thru 1 Right 0 Out TotalIn 3 1 4 Le f t 3 Th r u 0 Ri g h t 1 To t a l Ou t In 0 4 4 Peak Hour Begins at 04:30 PM 4+ Axle Trucks Peak Hour Data North 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 1 0 1 0 0 0 0 0 1 0 1 2 0 1 3 +15 mins.0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 +30 mins.1 0 0 1 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 1 2 0 3 0 0 0 0 0 1 0 1 3 0 1 4 % App. Total 33.3 66.7 0 0 0 0 0 100 0 75 0 25 PHF .250 .500 .000 .750 .000 .000 .000 .000 .000 .250 .000 .250 .375 .000 .250 .333 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Location: Date: 5/7/2024 N/S: Day:Tuesday E/W: North Leg East Leg South Leg West Leg Citrus Avenue SR-210 EB Ramps Citrus Avenue SR-210 EB Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 4 4 North Leg East Leg South Leg West Leg Citrus Avenue SR-210 EB Ramps Citrus Avenue SR-210 EB Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 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 SR-210 EB Ramps PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 Location: Date: 5/7/2024 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SR-210 EB Ramps TOTAL VOLUMES: Citrus Avenue SR-210 EB Ramps Citrus Avenue SR-210 EB Ramps Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Citrus Avenue SR-210 EB Ramps 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 SR-210 EB Ramps Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 The Enclave at North Fontana Residential Traffic Impact Analysis May 1, 2025 Appendix C APPENDIX C: VOLUME DEVELOPMENT WORKSHEETS Total Total Pass. PCE Pass. PCE Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume 1 . Catawba Ave-Alley B & Curtis Ave NBL 370000 37 330000 33 NBT 0 00000 0 00000 NBR 5 00005 9 00009 SBL 0 00000 0 00000 SBT 0 00000 0 00000 SBR 0 00000 0 00000 EBL 0 00000 0 00000 EBT 176 0 0 0 0 176 115 2 0 0 4 119 EBR 27 000027 16 100218 WBL 5 00005 6 00006 WBT 197 0 0 0 0 197 91 000091 WBR 0 00000 0 00000 North Leg Approach 0 0000 0 0 0000 0 Departure 0 0000 0 0 0000 0 Total 0 0000 0 0 0000 0 South Leg Approach 42 0000 42 420000 42 Departure 32 0000 32 221002 24 Total 74 0000 74 641002 66 East Leg Approach 202 0000 202 970000 97 Departure 181 0000 181 1242004 128 Total 383 0000 383 2212004 225 West Leg Approach 203 0000 203 1313006 137 Departure 234 0000 234 1240000 124 Total 437 0000 437 2553006 261 Total Approaches Approach 447 0000 447 2703006 276 Departure 447 0000 447 2703006 276 Total 894 0000 894 54060012552 TrucksTrucks PM Peak HourAM Peak Hour Table C-1: Existing Peak Hour Volumes (Intersections With Classification Counts) P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Class Total Total Pass. PCE Pass. PCE Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks PM Peak HourAM Peak Hour Table C-1: Existing Peak Hour Volumes (Intersections With Classification Counts) 3 . Citrus Ave & Curtis Ave NBL 1220000 122 901002 92 NBT 447 5 1 2 19 466 693 3 1 2 15 708 NBR 0 00000 0 00000 SBL 0 00000 0 00000 SBT 805 7 1 3 26 831 549 2 3 1 15 564 SBR 73 000073 25 100227 EBL 40 000040 50 100252 EBT 0 00000 0 00000 EBR 140 0 0 0 0 140 73 200477 WBL 0 00000 0 00000 WBT 0 00000 0 00000 WBR 0 00000 0 00000 North Leg Approach 878 7 1 3 26 904 574 3 3 1 17 591 Departure 487 5 1 2 19 506 743 4 1 2 17 760 Total 1,365 12 2 5 45 1,410 1,317 7 4 3 34 1,351 South Leg Approach 569 5 1 2 19 588 783 4 1 2 17 800 Departure 945 7 1 3 26 971 622 4 3 1 19 641 Total 1,514 12 2 5 45 1,559 1,405 8 4 3 36 1,441 East Leg Approach 0 0000 0 0 0000 0 Departure 0 0000 0 0 0000 0 Total 0 0000 0 0 0000 0 West Leg Approach 180 0000 180 1233006 129 Departure 195 0000 195 1152004 119 Total 375 0000 375 23850010248 Total Approaches Approach 1,627 12 2 5 45 1,672 1,480 10 4 3 40 1,520 Departure 1,627 12 2 5 45 1,672 1,480 10 4 3 40 1,520 Total 3,254 24 4 10 90 3,344 2,960 20 8 6 80 3,040 P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Class Total Total Pass. PCE Pass. PCE Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks PM Peak HourAM Peak Hour Table C-1: Existing Peak Hour Volumes (Intersections With Classification Counts) 4 . Citrus Ave & Sierra Lakes Pkwy NBL 220 8 0 0 16 236 213 6 1 3 24 237 NBT 451 15 1 0 33 484 452 1 1 0 5 457 NBR 372 5 0 4 22 394 612 3 1 0 9 621 SBL 93 000093 161 1 0 0 2 163 SBT 707 12 0 1 27 734 409 4 0 0 8 417 SBR 46 220955 51 000051 EBL 24 000024 56 000056 EBT 87 010390 262 2 0 0 4 266 EBR 204 7 2 2 25 229 219 5 1 3 22 241 WBL 334 3 0 0 6 340 443 0 2 0 5 448 WBT 107 0 0 1 3 110 227 1 0 0 2 229 WBR 74 100276 161 1 0 0 2 163 North Leg Approach 846 14 2 1 36 882 621 5 0 0 10 631 Departure 549 16 1 0 35 584 669 2107 676 Total 1,395 30 3 1 71 1,466 1,290 7 1 0 17 1,307 South Leg Approach 1,043 28 1 4 71 1,114 1,277 10 3 3 38 1,315 Departure 1,245 22 2 3 58 1,303 1,071 9 3 3 35 1,106 Total 2,288 50 3 7 129 2,417 2,348 19 6 6 73 2,421 East Leg Approach 515 4 0 1 11 526 831 2209 840 Departure 552 5 1 4 25 577 1,035 6 1 0 15 1,050 Total 1,067 9 1 5 36 1,103 1,866 8 3 0 24 1,890 West Leg Approach 315 7 3 2 28 343 537 7 1 3 26 563 Departure 373 10 2 1 28 401 491 7 1 3 26 517 Total 688 17 5 3 56 744 1,028 14 2 6 52 1,080 Total Approaches Approach 2,719 53 6 8 146 2,865 3,266 24 6 6 83 3,349 Departure 2,719 53 6 8 146 2,865 3,266 24 6 6 83 3,349 Total 5,438 106 12 16 292 5,730 6,532 48 12 12 166 6,698 P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Class Total Total Pass. PCE Pass. PCE Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks PM Peak HourAM Peak Hour Table C-1: Existing Peak Hour Volumes (Intersections With Classification Counts) 5 . Citrus Ave & SR-210 WB Ramps NBL 24622524270 3623006 368 NBT 712 15 2 4 47 759 1,027 6 1 1 18 1,045 NBR 0 00000 0 00000 SBL 0 00000 0 00000 SBT 694 15 0 5 45 739 679 7 1 0 17 696 SBR 271 2 1 3 16 287 342 4 0 0 8 350 EBL 0 00000 0 00000 EBT 0 00000 0 00000 EBR 0 00000 0 00000 WBL 326 9 2 8 47 373 349 4 1 2 17 366 WBT 1 00267 1 00134 WBR 297 1 0 4 14 311 353 2 0 0 4 357 North Leg Approach 965 17 1 8 61 1,026 1,021 11 1 0 25 1,046 Departure 1,009 16 2 8 61 1,070 1,380 8 1 1 22 1,402 Total 1,974 33 3 16 122 2,096 2,401 19 2 1 47 2,448 South Leg Approach 958 17 4 9 71 1,029 1,389 9 1 1 24 1,413 Departure 1,020 24 2 13 92 1,112 1,028 11 2 2 34 1,062 Total 1,978 41 6 22 163 2,141 2,417 20 3 3 58 2,475 East Leg Approach 624 10 2 14 67 691 703 6 1 3 24 727 Departure 0 0000 0 0 0000 0 Total 624 10 2 14 67 691 703 6 1 3 24 727 West Leg Approach 0 0000 0 0 0000 0 Departure 518 4 3 10 46 564 705 7 0 1 17 722 Total 518 4 3 10 46 564 705 7 0 1 17 722 Total Approaches Approach 2,547 44 7 31 199 2,746 3,113 26 3 4 73 3,186 Departure 2,547 44 7 31 199 2,746 3,113 26 3 4 73 3,186 Total 5,094 88 14 62 398 5,492 6,226 52 6 8 146 6,372 P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Class Total Total Pass. PCE Pass. PCE Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks PM Peak HourAM Peak Hour Table C-1: Existing Peak Hour Volumes (Intersections With Classification Counts) 6 . Citrus Ave & SR-210 EB Ramps NBL 0 0000 0 0 0000 0 NBT 678 11 4 5 47 725 1,005 6 1 1 18 1,023 NBR 422 2 4 4 26 448 355 6 0 0 12 367 SBL 281 5 0 2 16 297 196 1 1 1 8 204 SBT 774 18 4 10 76 850 819 8 1 2 25 844 SBR 0 00000 0 00000 EBL 260 6 0 5 27 287 401 4 1 3 20 421 EBT 0 00133 2 00002 EBR 381 4 2 3 22 403 316 1 0 1 5 321 WBL 0 00000 0 00000 WBT 0 00000 0 00000 WBR 0 00000 0 00000 North Leg Approach 1,055 23 4 12 92 1,147 1,015 9 2 3 33 1,048 Departure 938 17 4 10 74 1,012 1,406 10 2 4 38 1,444 Total 1,993 40 8 22 166 2,159 2,421 19 4 7 71 2,492 South Leg Approach 1,100 13 8 9 73 1,173 1,360 12 1 1 30 1,390 Departure 1,155 22 6 13 98 1,253 1,135 9 1 3 30 1,165 Total 2,255 35 14 22 171 2,426 2,495 21 2 4 60 2,555 East Leg Approach 0 0000 0 0 0000 0 Departure 703 7 4 7 45 748 553 7 1 1 20 573 Total 703 7 4 7 45 748 553 7 1 1 20 573 West Leg Approach 641 10 2 9 52 693 719 5 1 4 25 744 Departure 0 0000 0 0 0000 0 Total 641 10 2 9 52 693 719 5 1 4 25 744 Total Approaches Approach 2,796 46 14 30 217 3,013 3,094 26 4 8 88 3,182 Departure 2,796 46 14 30 217 3,013 3,094 26 4 8 88 3,182 Total 5,592 92 28 60 434 6,026 6,188 52 8 16 176 6,364 P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Class Total Total Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume % 1 . Catawba Ave-Alley B & Curtis Ave NBL 37 0 37 0.00% 33 0 33 0.00% NBT 0 0 0 0.00% 0 0 0 0.00% NBR 5 0 5 0.00% 9 0 9 0.00% SBL 0 0 0 0.00% 0 0 0 0.00% SBT 0 0 0 0.00% 0 0 0 0.00% SBR 0 0 0 0.00% 0 0 0 0.00% EBL 0 0 0 0.00% 0 0 0 0.00% EBT 176 0 176 0.00% 115 2 117 1.71% EBR 27 0 27 0.00% 16 1 17 5.88% WBL 5 0 5 0.00% 6 0 6 0.00% WBT 197 0 197 0.00% 91 0 91 0.00% WBR 0 0 0 0.00% 0 0 0 0.00% North Leg Approach 0 0 0 0.0% 0 0 0 0.0% Departure 0 0 0 0.0% 0 0 0 0.0% Total 0 0 0 0.0% 0 0 0 0.0% South Leg Approach 42 0 42 0.0% 42 0 42 0.0% Departure 32 0 32 0.0% 22 1 23 4.3% Total 74 0 74 0.0% 64 1 65 1.5% East Leg Approach 202 0 202 0.0% 97 0 97 0.0% Departure 181 0 181 0.0% 124 2 126 1.6% Total 383 0 383 0.0% 221 2 223 0.9% West Leg Approach 203 0 203 0.0% 131 3 134 2.2% Departure 234 0 234 0.0% 124 0 124 0.0% Total 437 0 437 0.0% 255 3 258 1.2% Total Approaches Approach 447 0 447 270 3 273 Departure 447 0 447 270 3 273 Total 894 0 894 0.0% 540 6 546 1.1% AM Peak Hour PM Peak Hour Table C-2: Existing Peak Hour Truck Percentages P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Truck % Total Total Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume % AM Peak Hour PM Peak Hour Table C-2: Existing Peak Hour Truck Percentages 3 . Citrus Ave & Curtis Ave NBL 122 0 122 0.00% 90 1 91 1.10% NBT 447 8 455 1.76% 693 6 699 0.86% NBR 0 0 0 0.00% 0 0 0 0.00% SBL 0 0 0 0.00% 0 0 0 0.00% SBT 805 11 816 1.35% 549 6 555 1.08% SBR 73 0 73 0.00% 25 1 26 3.85% EBL 40 0 40 0.00% 50 1 51 1.96% EBT 0 0 0 0.00% 0 0 0 0.00% EBR 140 0 140 0.00% 73 2 75 2.67% WBL 0 0 0 0.00% 0 0 0 0.00% WBT 0 0 0 0.00% 0 0 0 0.00% WBR 0 0 0 0.00% 0 0 0 0.00% North Leg Approach 878 11 889 574 7 581 Departure 487 8 495 743 7 750 Total 1,365 19 1,384 1.4% 1,317 14 1,331 1.1% South Leg Approach 569 8 577 783 7 790 Departure 945 11 956 622 8 630 Total 1,514 19 1,533 1.2% 1,405 15 1,420 1.1% East Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 0 0 0 0.0% 0 0 0 0.0% West Leg Approach 180 0 180 123 3 126 Departure 195 0 195 115 2 117 Total 375 0 375 0.0% 238 5 243 2.1% Total Approaches Approach 1,627 19 1,646 1,480 17 1,497 Departure 1,627 19 1,646 1,480 17 1,497 Total 3,254 38 3,292 1.2% 2,960 34 2,994 1.1% P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Truck % Total Total Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume % AM Peak Hour PM Peak Hour Table C-2: Existing Peak Hour Truck Percentages 4 . Citrus Ave & Sierra Lakes Pkwy NBL 220 8 228 3.51% 213 10 223 4.48% NBT 451 16 467 3.43% 452 2 454 0.44% NBR 372 9 381 2.36% 612 4 616 0.65% SBL 93 0 93 0.00% 161 1 162 0.62% SBT 707 13 720 1.81% 409 4 413 0.97% SBR 46 4 50 8.00% 51 0 51 0.00% EBL 24 0 24 0.00% 56 0 56 0.00% EBT 87 1 88 1.14% 262 2 264 0.76% EBR 204 11 215 5.12% 219 9 228 3.95% WBL 334 3 337 0.89% 443 2 445 0.45% WBT 107 1 108 0.93% 227 1 228 0.44% WBR 74 1 75 1.33% 161 1 162 0.62% North Leg Approach 846 17 863 621 5 626 Departure 549 17 566 669 3 672 Total 1,395 34 1,429 2.4% 1,290 8 1,298 0.6% South Leg Approach 1,043 33 1,076 1,277 16 1,293 Departure 1,245 27 1,272 1,071 15 1,086 Total 2,288 60 2,348 2.6% 2,348 31 2,379 1.3% East Leg Approach 515 5 520 831 4 835 Departure 552 10 562 1,035 7 1,042 Total 1,067 15 1,082 1.4% 1,866 11 1,877 0.6% West Leg Approach 315 12 327 537 11 548 Departure 373 13 386 491 11 502 Total 688 25 713 3.5% 1,028 22 1,050 2.1% Total Approaches Approach 2,719 67 2,786 3,266 36 3,302 Departure 2,719 67 2,786 3,266 36 3,302 Total 5,438 134 5,572 2.4% 6,532 72 6,604 1.1% P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Truck % Total Total Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume % AM Peak Hour PM Peak Hour Table C-2: Existing Peak Hour Truck Percentages 5 . Citrus Ave & SR-210 WB Ramps NBL 246 9 255 3.53% 362 3 365 0.82% NBT 712 21 733 2.86% 1,027 8 1,035 0.77% NBR 0 0 0 0.00% 0 0 0 0.00% SBL 0 0 0 0.00% 0 0 0 0.00% SBT 694 20 714 2.80% 679 8 687 1.16% SBR 271 6 277 2.17% 342 4 346 1.16% EBL 0 0 0 0.00% 0 0 0 0.00% EBT 0 0 0 0.00% 0 0 0 0.00% EBR 0 0 0 0.00% 0 0 0 0.00% WBL 326 19 345 5.51% 349 7 356 1.97% WBT 1 2 3 66.67% 1 1 2 50.00% WBR 297 5 302 1.66% 353 2 355 0.56% North Leg Approach 965 26 991 1,021 12 1,033 Departure 1,009 26 1,035 1,380 10 1,390 Total 1,974 52 2,026 2.6% 2,401 22 2,423 0.9% South Leg Approach 958 30 988 1,389 11 1,400 Departure 1,020 39 1,059 1,028 15 1,043 Total 1,978 69 2,047 3.4% 2,417 26 2,443 1.1% East Leg Approach 624 26 650 703 10 713 Departure 0 0 0 0 0 0 Total 624 26 650 4.0% 703 10 713 1.4% West Leg Approach 0 0 0 0 0 0 Departure 518 17 535 705 8 713 Total 518 17 535 3.2% 705 8 713 1.1% Total Approaches Approach 2,547 82 2,629 3,113 33 3,146 Departure 2,547 82 2,629 3,113 33 3,146 Total 5,094 164 5,258 3.1% 6,226 66 6,292 1.0% P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Truck % Total Total Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume % AM Peak Hour PM Peak Hour Table C-2: Existing Peak Hour Truck Percentages 6 . Citrus Ave & SR-210 EB Ramps NBL 0 0 0 0.00% 0 0 0 0.00% NBT 678 20 698 2.87% 1,005 8 1,013 0.79% NBR 422 10 432 2.31% 355 6 361 1.66% SBL 281 7 288 2.43% 196 3 199 1.51% SBT 774 32 806 3.97% 819 11 830 1.33% SBR 0 0 0 0.00% 0 0 0 0.00% EBL 260 11 271 4.06% 401 8 409 1.96% EBT 0 1 1 100.00% 2 0 2 0.00% EBR 381 9 390 2.31% 316 2 318 0.63% WBL 0 0 0 0.00% 0 0 0 0.00% WBT 0 0 0 0.00% 0 0 0 0.00% WBR 0 0 0 0.00% 0 0 0 0.00% North Leg Approach 1,055 39 1,094 1,015 14 1,029 Departure 938 31 969 1,406 16 1,422 Total 1,993 70 2,063 3.4% 2,421 30 2,451 1.2% South Leg Approach 1,100 30 1,130 1,360 14 1,374 Departure 1,155 41 1,196 1,135 13 1,148 Total 2,255 71 2,326 3.1% 2,495 27 2,522 1.1% East Leg Approach 0 0 0 0 0 0 Departure 703 18 721 553 9 562 Total 703 18 721 2.5% 553 9 562 1.6% West Leg Approach 641 21 662 719 10 729 Departure 0 0 0 0 0 0 Total 641 21 662 3.2% 719 10 729 1.4% Total Approaches Approach 2,796 90 2,886 3,094 38 3,132 Departure 2,796 90 2,886 3,094 38 3,132 Total 5,592 180 5,772 3.1% 6,188 76 6,264 1.2% P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Truck % the transportation solutions company... PCE Balanced PCE Balanced Volume Adjust.Volume Volume Adjust.Volume 1 NBL 37 37 33 33 NBT 0 0 0 0 NBR 5 5 9 9 SBL 0 0 0 0 SBT 0 0 0 0 SBR 0 0 0 0 EBL 0 0 0 0 EBT 176 176 119 1 120 EBR 27 27 18 18 WBL 5 5 6 1 7 WBT 197 197 91 21 112 WBR 0 0 0 0 North Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 000 0 0 0 South Leg Approach 42 0 42 42 0 42 Departure 32 0 32 24 1 25 Total 74074 66 1 67 East Leg Approach 202 0 202 97 22 119 Departure 181 0 181 128 1 129 Total 383 0 383 225 23 248 West Leg Approach 203 0 203 137 1 138 Departure 234 0 234 124 21 145 Total 437 0 437 261 22 283 Total Approaches Approach 447 0 447 276 23 299 Departure 447 0 447 276 23 299 Total 894 0 894 552 46 598 Catawba Ave-Alley B & Curtis Ave Table C-3 Balance of Existing Peak Hour Volumes To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes P:\Lewis - The Enclave at North Fontana\Analysis\Balance Exist\1-3 EW (5/1/2025) the transportation solutions company... PCE Balanced PCE Balanced Volume Adjust.Volume Volume Adjust.Volume Table C-3 Balance of Existing Peak Hour Volumes To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 3 NBL 122 4 126 92 92 NBT 466 466 708 708 NBR 0 0 0 0 SBL 0 0 0 0 SBT 831 831 564 564 SBR 73376 27 27 EBL 40 40 52 52 EBT 0 0 0 0 EBR 140 1 141 77 77 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 North Leg Approach 904 3 907 591 0 591 Departure 506 0 506 760 0 760 Total 1,410 3 1,413 1,351 0 1,351 South Leg Approach 588 4 592 800 0 800 Departure 971 1 972 641 0 641 Total 1,559 5 1,564 1,441 0 1,441 East Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 000 0 0 0 West Leg Approach 180 1 181 129 0 129 Departure 195 7 202 119 0 119 Total 375 8 383 248 0 248 Total Approaches Approach 1,672 8 1,680 1,520 0 1,520 Departure 1,672 8 1,680 1,520 0 1,520 Total 3,344 16 3,360 3,040 0 3,040 Citrus Ave & Curtis Ave P:\Lewis - The Enclave at North Fontana\Analysis\Balance Exist\1-3 EW (5/1/2025) L S A A S S O C I A T E S , I N C . Model Balanced Model Balanced Volume Adjust.Volume Volume Adjust.Volume 4 NBL 236 236 237 237 NBT 484 484 457 457 NBR 394 394 621 621 SBL 93 93 163 163 SBT 734 734 417 417 SBR 55 55 51 51 EBL 24 24 56 56 EBT 90 90 266 266 EBR 229 229 241 241 WBL 340 340 448 448 WBT 110 110 229 229 WBR 76 76 163 163 North Leg Approach 882 0 882 631 0 631 Departure 584 0 584 676 0 676 Total 1,466 0 1,466 1,307 0 1,307 South Leg Approach 1,114 0 1,114 1,315 0 1,315 Departure 1,303 0 1,303 1,106 0 1,106 Total 2,417 0 2,417 2,421 0 2,421 East Leg Approach 526 0 526 840 0 840 Departure 577 0 577 1,050 0 1,050 Total 1,103 0 1,103 1,890 0 1,890 West Leg Approach 343 0 343 563 0 563 Departure 401 0 401 517 0 517 Total 744 0 744 1,080 0 1,080 Total Approaches Approach 2,865 0 2,865 3,349 0 3,349 Departure 2,865 0 2,865 3,349 0 3,349 Total 5,730 0 5,730 6,698 0 6,698 Citrus Ave & Sierra Lakes Pkwy Table C-3 Balance of Existing Peak Hour Volumes To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 5/1/2025 (R:\LEW432\Traffic\Balance Exist\4-5 NS) L S A A S S O C I A T E S , I N C . Model Balanced Model Balanced Volume Adjust.Volume Volume Adjust.Volume Table C-3 Balance of Existing Peak Hour Volumes To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 5 NBL 270 270 368 368 NBT 759 31 790 1,045 -65 980 NBR 0 0 0 0 SBL 0 0 0 0 SBT 739 200 939 696 40 736 SBR 287 77 364 350 20 370 EBL 0 0 0 0 EBT 0 0 0 0 EBR 0 0 0 0 WBL 373 373 366 366 WBT 7 7 4 4 WBR 311 13 324 357 -22 335 North Leg Approach 1,026 277 1,303 1,046 60 1,106 Departure 1,070 44 1,114 1,402 -87 1,315 Total 2,096 321 2,417 2,448 -27 2,421 South Leg Approach 1,029 31 1,060 1,413 -65 1,348 Departure 1,112 200 1,312 1,062 40 1,102 Total 2,141 231 2,372 2,475 -25 2,450 East Leg Approach 691 13 704 727 -22 705 Departure 0 0 0 0 0 0 Total 691 13 704 727 -22 705 West Leg Approach 0 0 0 0 0 0 Departure 564 77 641 722 20 742 Total 564 77 641 722 20 742 Total Approaches Approach 2,746 321 3,067 3,186 -27 3,159 Departure 2,746 321 3,067 3,186 -27 3,159 Total 5,492 642 6,134 6,372 -54 6,318 Citrus Ave & SR-210 WB Ramps 5/1/2025 (R:\LEW432\Traffic\Balance Exist\4-5 NS) L S A A S S O C I A T E S , I N C . Model Balanced Model Balanced Volume Adjust.Volume Volume Adjust.Volume 5 NBL 270 270 368 368 NBT 790 790 980 980 NBR 0 0 0 0 SBL 0 0 0 0 SBT 939 939 736 736 SBR 364 364 370 370 EBL 0 0 0 0 EBT 0 0 0 0 EBR 0 0 0 0 WBL 373 373 366 366 WBT 7 7 4 4 WBR 324 324 335 335 North Leg Approach 1,303 0 1,303 1,106 0 1,106 Departure 1,114 0 1,114 1,315 0 1,315 Total 2,417 0 2,417 2,421 0 2,421 South Leg Approach 1,060 0 1,060 1,348 0 1,348 Departure 1,312 0 1,312 1,102 0 1,102 Total 2,372 0 2,372 2,450 0 2,450 East Leg Approach 704 0 704 705 0 705 Departure 0 0 0 0 0 0 Total 704 0 704 705 0 705 West Leg Approach 0 0 0 0 0 0 Departure 641 0 641 742 0 742 Total 641 0 641 742 0 742 Total Approaches Approach 3,067 0 3,067 3,159 0 3,159 Departure 3,067 0 3,067 3,159 0 3,159 Total 6,134 0 6,134 6,318 0 6,318 Citrus Ave & SR-210 WB Ramps Table C-3 Balance of Existing Peak Hour Volumes To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 5/1/2025 (R:\LEW432\Traffic\Balance Exist\5-6 NS) L S A A S S O C I A T E S , I N C . Model Balanced Model Balanced Volume Adjust.Volume Volume Adjust.Volume Table C-3 Balance of Existing Peak Hour Volumes To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 6 NBL 0 0 0 0 NBT 725 34 759 1,023 -68 955 NBR 448 448 367 367 SBL 297 43 340 204 11 215 SBT 850 122 972 844 43 887 SBR 0 0 0 0 EBL 287 14 301 421 -28 393 EBT 3 3 2 2 EBR 403 403 321 321 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 North Leg Approach 1,147 165 1,312 1,048 54 1,102 Departure 1,012 48 1,060 1,444 -96 1,348 Total 2,159 213 2,372 2,492 -42 2,450 South Leg Approach 1,173 34 1,207 1,390 -68 1,322 Departure 1,253 122 1,375 1,165 43 1,208 Total 2,426 156 2,582 2,555 -25 2,530 East Leg Approach 0 0 0 0 0 0 Departure 748 43 791 573 11 584 Total 748 43 791 573 11 584 West Leg Approach 693 14 707 744 -28 716 Departure 0 0 0 0 0 0 Total 693 14 707 744 -28 716 Total Approaches Approach 3,013 213 3,226 3,182 -42 3,140 Departure 3,013 213 3,226 3,182 -42 3,140 Total 6,026 426 6,452 6,364 -84 6,280 Citrus Ave & SR-210 EB Ramps 5/1/2025 (R:\LEW432\Traffic\Balance Exist\5-6 NS) the transportation solutions company... Without Project Volumes Without Project Volumes 1 . Catawba Ave-Alley B & Curtis Ave NBL 37 33 NBT 0 0 NBR 5 9 SBL 0 0 SBT 0 0 SBR 0 0 EBL 0 0 EBT 176 120 EBR 27 18 WBL 5 7 WBT 197 112 WBR 0 0 North Leg Approach 0 0 Departure 0 0 Total 0 0 South Leg Approach 42 42 Departure 32 25 Total 74 67 East Leg Approach 202 119 Departure 181 129 Total 383 248 West Leg Approach 203 138 Departure 234 145 Total 437 283 Total Approaches Approach 447 299 Departure 447 299 Total 894 598 PM Peak Hour Table C-4: Existing Peak Hour Volume Summary AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Exist TM the transportation solutions company... Without Project Volumes Without Project Volumes PM Peak Hour Table C-4: Existing Peak Hour Volume Summary AM Peak Hour 3 . Citrus Ave & Curtis Ave NBL 126 92 NBT 466 708 NBR 0 0 SBL 0 0 SBT 831 564 SBR 76 27 EBL 40 52 EBT 0 0 EBR 141 77 WBL 0 0 WBT 0 0 WBR 0 0 North Leg Approach 907 591 Departure 506 760 Total 1,413 1,351 South Leg Approach 592 800 Departure 972 641 Total 1,564 1,441 East Leg Approach 0 0 Departure 0 0 Total 0 0 West Leg Approach 181 129 Departure 202 119 Total 383 248 Total Approaches Approach 1,680 1,520 Departure 1,680 1,520 Total 3,360 3,040 P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Exist TM the transportation solutions company... Without Project Volumes Without Project Volumes PM Peak Hour Table C-4: Existing Peak Hour Volume Summary AM Peak Hour 4 . Citrus Ave & Sierra Lakes Pkwy NBL 236 237 NBT 484 457 NBR 394 621 SBL 93 163 SBT 734 417 SBR 55 51 EBL 24 56 EBT 90 266 EBR 229 241 WBL 340 448 WBT 110 229 WBR 76 163 North Leg Approach 882 631 Departure 584 676 Total 1,466 1,307 South Leg Approach 1,114 1,315 Departure 1,303 1,106 Total 2,417 2,421 East Leg Approach 526 840 Departure 577 1,050 Total 1,103 1,890 West Leg Approach 343 563 Departure 401 517 Total 744 1,080 Total Approaches Approach 2,865 3,349 Departure 2,865 3,349 Total 5,730 6,698 P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Exist TM the transportation solutions company... Without Project Volumes Without Project Volumes PM Peak Hour Table C-4: Existing Peak Hour Volume Summary AM Peak Hour 5 . Citrus Ave & SR-210 WB Ramps NBL 270 368 NBT 790 980 NBR 0 0 SBL 0 0 SBT 939 736 SBR 364 370 EBL 0 0 EBT 0 0 EBR 0 0 WBL 373 366 WBT 7 4 WBR 324 335 North Leg Approach 1,303 1,106 Departure 1,114 1,315 Total 2,417 2,421 South Leg Approach 1,060 1,348 Departure 1,312 1,102 Total 2,372 2,450 East Leg Approach 704 705 Departure 0 0 Total 704 705 West Leg Approach 0 0 Departure 641 742 Total 641 742 Total Approaches Approach 3,067 3,159 Departure 3,067 3,159 Total 6,134 6,318 P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Exist TM the transportation solutions company... Without Project Volumes Without Project Volumes PM Peak Hour Table C-4: Existing Peak Hour Volume Summary AM Peak Hour 6 . Citrus Ave & SR-210 EB Ramps NBL 0 0 NBT 759 955 NBR 448 367 SBL 340 215 SBT 972 887 SBR 0 0 EBL 301 393 EBT 3 2 EBR 403 321 WBL 0 0 WBT 0 0 WBR 0 0 North Leg Approach 1,312 1,102 Departure 1,060 1,348 Total 2,372 2,450 South Leg Approach 1,207 1,322 Departure 1,375 1,208 Total 2,582 2,530 East Leg Approach 0 0 Departure 791 584 Total 791 584 West Leg Approach 707 716 Departure 0 0 Total 707 716 Total Approaches Approach 3,226 3,140 Departure 3,226 3,140 Total 6,452 6,280 P:\Lewis - The Enclave at North Fontana\Analysis\Analysis\Exist TM the transportation solutions company... Existing 2,045 Exist-2050 Exist-2026 OY Project OY Existing 2,045 Exist-2050 Exist-2026 OY Project OY Total Total Growth Growth NP Trips WP Total Total Growth Growth NP Trips WP 1.Catawba Ave-Alley B & Curtis Ave NBL 37 37 0 0 37 0 37 33 33 0 0 33 0 33 NBT 0000000 0000000 NBR 5500505 9900909 SBL 0000066 0000044 SBT 0000099 0000066 SBR 0000066 0000044 EBL 0000000 0000000 EBT 176 185 9 1 177 5 182 120 126 6 0 120 17 137 EBR 27 27 0 0 27 0 27 18 18 0 0 18 0 18 WBL 5500505 7700707 WBT 197 207 10 1 198 9 207 112 118 6 0 112 6 118 WBR 0000000 0000000 North Leg Approach 000002121 000001414 Departure 0000000 0000000 Total 000002121 000001414 South Leg Approach 42 42 0 0 42 0 42 42 42 0 0 42 0 42 Departure 32 32 0 0 32 9 41 25 25 0 0 25 6 31 Total 74 74 0 0 74 9 83 67 67 0 0 67 6 73 East Leg Approach 202 212 10 1 203 9 212 119 125 6 0 119 6 125 Departure 181 190 9 1 182 11 193 129 135 6 0 129 21 150 Total 383 402 19 1 384 20 404 248 260 12 1 249 27 276 West Leg Approach 203 212 9 1 204 5 209 138 144 6 0 138 17 155 Departure 234 244 10 1 235 15 250 145 151 6 0 145 10 155 Total 437 456 19 1 438 20 458 283 295 12 1 284 27 311 Total Approaches Approach 447 466 19 1 448 35 483 299 311 12 1 300 37 337 Departure 447 466 19 1 448 35 483 299 311 12 1 300 37 337 Total 894 931 37 3 897 70 967 598 622 24 2 600 74 674 Table C-5 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\OY TM (9/2/2025) the transportation solutions company... Existing 2,045 Exist-2050 Exist-2026 OY Project OY Existing 2,045 Exist-2050 Exist-2026 OY Project OY Total Total Growth Growth NP Trips WP Total Total Growth Growth NP Trips WP Table C-5 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour 2.Alley A & Curtis Ave NBL 0000000 0000000 NBT 0000000 0000000 NBR 0000000 0000000 SBL 000003131 000002020 SBT 0000000 0000000 SBR 0000099 0000066 EBL 0000055 000001717 EBT 181 190 9 1 182 6 188 129 135 6 0 129 4 133 EBR 0000000 0000000 WBL 0000000 0000000 WBT 202 212 10 1 203 0 203 119 125 6 0 119 0 119 WBR 000001616 000005151 North Leg Approach 000004040 000002626 Departure 000002121 000006868 Total 000006161 000009494 South Leg Approach 0000000 0000000 Departure 0000000 0000000 Total 0000000 0000000 East Leg Approach 202 212 10 1 203 16 219 119 125 6 0 119 51 170 Departure 181 190 9 1 182 37 219 129 135 6 0 129 24 153 Total 383 402 19 1 384 53 437 248 260 12 1 249 75 324 West Leg Approach 181 190 9 1 182 11 193 129 135 6 0 129 21 150 Departure 202 212 10 1 203 9 212 119 125 6 0 119 6 125 Total 383 402 19 1 384 20 404 248 260 12 1 249 27 276 Total Approaches Approach 383 402 19 1 384 67 451 248 260 12 1 249 98 347 Departure 383 402 19 1 384 67 451 248 260 12 1 249 98 347 Total 766 803 37 3 769 134 903 496 520 24 2 498 196 694 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\OY TM (9/2/2025) the transportation solutions company... Existing 2,045 Exist-2050 Exist-2026 OY Project OY Existing 2,045 Exist-2050 Exist-2026 OY Project OY Total Total Growth Growth NP Trips WP Total Total Growth Growth NP Trips WP Table C-5 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour 3.Citrus Ave & Curtis Ave NBL 126 132 6 0 126 12 138 92 97 5 0 92 37 129 NBT 466 640 174 13 479 0 479 708 1,280 572 44 752 0 752 NBR 0000000 0000000 SBL 0000000 0000000 SBT 831 1,471 640 49 880 0 880 564 780 216 17 581 0 581 SBR 76 80 4 0 76 4 80 27 28 1 0 27 14 41 EBL 40 42 2 0 40 12 52 52 55 3 0 52 8 60 EBT 0000000 0000000 EBR 141 148 7 1 142 24 166 77 81 4 0 77 16 93 WBL 0000000 0000000 WBT 0000000 0000000 WBR 0000000 0000000 North Leg Approach 907 1,551 644 50 957 4 961 591 808 217 17 608 14 622 Departure 506 682 176 14 520 12 532 760 1,335 575 44 804 8 812 Total 1,413 2,233 820 63 1,476 16 1,492 1,351 2,143 792 61 1,412 22 1,434 South Leg Approach 592 772 180 14 606 12 618 800 1,377 577 44 844 37 881 Departure 972 1,619 647 50 1,022 24 1,046 641 861 220 17 658 16 674 Total 1,564 2,391 827 64 1,628 36 1,664 1,441 2,237 796 61 1,502 53 1,555 East Leg Approach 0000000 0000000 Departure 0000000 0000000 Total 0000000 0000000 West Leg Approach 181 190 9 1 182 36 218 129 135 6 0 129 24 153 Departure 202 212 10 1 203 16 219 119 125 6 0 119 51 170 Total 383 402 19 1 384 52 436 248 260 12 1 249 75 324 Total Approaches Approach 1,680 2,513 833 64 1,744 52 1,796 1,520 2,320 800 62 1,582 75 1,657 Departure 1,680 2,513 833 64 1,744 52 1,796 1,520 2,320 800 62 1,582 75 1,657 Total 3,360 5,026 1,666 128 3,488 104 3,592 3,040 4,641 1,601 123 3,163 150 3,313 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\OY TM (9/2/2025) the transportation solutions company... Existing 2,045 Exist-2050 Exist-2026 OY Project OY Existing 2,045 Exist-2050 Exist-2026 OY Project OY Total Total Growth Growth NP Trips WP Total Total Growth Growth NP Trips WP Table C-5 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour 4.Citrus Ave & Sierra Lakes Pkwy NBL 236 248 12 1 237 0 237 237 257 20 2 239 0 239 NBT 484 639 155 12 496 9 505 457 919 462 36 493 31 524 NBR 394 414 20 2 396 0 396 621 652 31 2 623 0 623 SBL 93 125 32 2 95 3 98 163 189 26 2 165 2 167 SBT 734 1,312 578 44 778 21 799 417 578 161 12 429 14 443 SBR 55 84 29 2 57 0 57 51 74 23 2 53 0 53 EBL 24 31 7 1 25 0 25 56 107 51 4 60 0 60 EBT 90 95 5 0 90 3 93 266 279 13 1 267 2 269 EBR 229 240 11 1 230 6 236 241 253 12 1 242 4 246 WBL 340 357 17 1 341 0 341 448 470 22 2 450 0 450 WBT 110 116 6 0 110 0 110 229 240 11 1 230 0 230 WBR 76 89 13 1 77 2 79 163 227 64 5 168 7 175 North Leg Approach 882 1,521 639 49 931 24 955 631 841 210 16 647 16 663 Departure 584 759 175 13 597 11 608 676 1,253 577 44 720 38 758 Total 1,466 2,280 814 63 1,529 35 1,564 1,307 2,094 787 61 1,368 54 1,422 South Leg Approach 1,114 1,301 187 14 1,128 9 1,137 1,315 1,828 513 39 1,354 31 1,385 Departure 1,303 1,909 606 47 1,350 27 1,377 1,106 1,301 195 15 1,121 18 1,139 Total 2,417 3,210 793 61 2,478 36 2,514 2,421 3,130 709 55 2,476 49 2,525 East Leg Approach 526 562 36 3 529 2 531 840 938 98 8 848 7 855 Departure 577 633 56 4 581 6 587 1,050 1,120 70 5 1,055 4 1,059 Total 1,103 1,195 92 7 1,110 8 1,118 1,890 2,058 168 13 1,903 11 1,914 West Leg Approach 343 366 23 2 345 9 354 563 639 76 6 569 6 575 Departure 401 447 46 4 405 0 405 517 571 54 4 521 0 521 Total 744 813 69 5 749 9 758 1,080 1,211 131 10 1,090 6 1,096 Total Approaches Approach 2,865 3,749 884 68 2,933 44 2,977 3,349 4,246 897 69 3,418 60 3,478 Departure 2,865 3,749 884 68 2,933 44 2,977 3,349 4,246 897 69 3,418 60 3,478 Total 5,730 7,498 1,768 136 5,866 88 5,954 6,698 8,493 1,795 138 6,836 120 6,956 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\OY TM (9/2/2025) the transportation solutions company... Existing 2,045 Exist-2050 Exist-2026 OY Project OY Existing 2,045 Exist-2050 Exist-2026 OY Project OY Total Total Growth Growth NP Trips WP Total Total Growth Growth NP Trips WP Table C-5 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour 5.Citrus Ave & SR-210 WB Ramps NBL 270 284 14 1 271 0 271 368 407 39 3 371 0 371 NBT 790 899 109 8 798 5 803 980 1,375 395 30 1,010 17 1,027 NBR 0000000 0000000 SBL 0000000 0000000 SBT 939 1,373 434 33 972 12 984 736 866 130 10 746 8 754 SBR 364 536 172 13 377 15 392 370 436 66 5 375 10 385 EBL 0000000 0000000 EBT 0000000 0000000 EBR 0000000 0000000 WBL 373 509 136 10 383 0 383 366 389 23 2 368 0 368 WBT 71030707 4400404 WBR 324 402 78 6 330 4 334 335 454 119 9 344 14 358 North Leg Approach 1,303 1,909 606 47 1,350 27 1,377 1,106 1,301 195 15 1,121 18 1,139 Departure 1,114 1,301 187 14 1,128 9 1,137 1,315 1,829 514 40 1,355 31 1,386 Total 2,417 3,210 793 61 2,478 36 2,514 2,421 3,130 709 55 2,476 49 2,525 South Leg Approach 1,060 1,182 122 9 1,069 5 1,074 1,348 1,782 434 33 1,381 17 1,398 Departure 1,312 1,882 570 44 1,356 12 1,368 1,102 1,255 153 12 1,114 8 1,122 Total 2,372 3,064 692 53 2,425 17 2,442 2,450 3,037 587 45 2,495 25 2,520 East Leg Approach 704 921 217 17 721 4 725 705 847 142 11 716 14 730 Departure 0000000 0000000 Total 704 921 217 17 721 4 725 705 847 142 11 716 14 730 West Leg Approach 0000000 0000000 Departure 641 830 189 15 656 15 671 742 847 105 8 750 10 760 Total 641 830 189 15 656 15 671 742 847 105 8 750 10 760 Total Approaches Approach 3,067 4,012 945 73 3,140 36 3,176 3,159 3,930 771 59 3,218 49 3,267 Departure 3,067 4,012 945 73 3,140 36 3,176 3,159 3,930 771 59 3,218 49 3,267 Total 6,134 8,024 1,890 145 6,279 72 6,351 6,318 7,861 1,543 119 6,437 98 6,535 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\OY TM (9/2/2025) the transportation solutions company... Existing 2,045 Exist-2050 Exist-2026 OY Project OY Existing 2,045 Exist-2050 Exist-2026 OY Project OY Total Total Growth Growth NP Trips WP Total Total Growth Growth NP Trips WP Table C-5 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour 6.Citrus Ave & SR-210 EB Ramps NBL 0000000 0000000 NBT 759 846 87 7 766 0 766 955 1,338 383 29 984 0 984 NBR 448 520 72 6 454 0 454 367 467 100 8 375 0 375 SBL 340 450 110 8 348 12 360 215 243 28 2 217 8 225 SBT 972 1,432 460 35 1,007 0 1,007 887 1,012 125 10 897 0 897 SBR 0000000 0000000 EBL 301 336 35 3 304 5 309 393 445 52 4 397 17 414 EBT 3300303 2200202 EBR 403 480 77 6 409 0 409 321 382 61 5 326 0 326 WBL 0000000 0000000 WBT 0000000 0000000 WBR 0000000 0000000 North Leg Approach 1,312 1,882 570 44 1,356 12 1,368 1,102 1,255 153 12 1,114 8 1,122 Departure 1,060 1,182 122 9 1,069 5 1,074 1,348 1,783 435 33 1,381 17 1,398 Total 2,372 3,064 692 53 2,425 17 2,442 2,450 3,038 588 45 2,495 25 2,520 South Leg Approach 1,207 1,366 159 12 1,219 0 1,219 1,322 1,805 483 37 1,359 0 1,359 Departure 1,375 1,912 537 41 1,416 0 1,416 1,208 1,394 186 14 1,222 0 1,222 Total 2,582 3,278 696 54 2,636 0 2,636 2,530 3,199 669 51 2,581 0 2,581 East Leg Approach 0000000 0000000 Departure 791 973 182 14 805 12 817 584 712 128 10 594 8 602 Total 791 973 182 14 805 12 817 584 712 128 10 594 8 602 West Leg Approach 707 819 112 9 716 5 721 716 829 113 9 725 17 742 Departure 0000000 0000000 Total 707 819 112 9 716 5 721 716 829 113 9 725 17 742 Total Approaches Approach 3,226 4,067 841 65 3,291 17 3,308 3,140 3,889 749 58 3,198 25 3,223 Departure 3,226 4,067 841 65 3,291 17 3,308 3,140 3,889 749 58 3,198 25 3,223 Total 6,452 8,134 1,682 129 6,581 34 6,615 6,280 7,778 1,498 115 6,395 50 6,445 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\OY TM (9/2/2025) the transportation solutions company... Existing Base Yr. Fut. Yr. 2024 to Existing 2024 Modeled Modeled 2050 2050 2024 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link PCE Volume Volume PCE VolumePCE Volume Change Change Growth1 PCE Volume 1 Catawba Ave-Alley B & Curtis Ave AM Peak Hour Northbound Left 37 Approach 42 0000 0 42 Through 0 Departure 32 0 0 0 0 0 32 Right 5 Southbound Left 0 Approach 0 0 0 0 0 0 0 Through 0 Departure 0 0 0 0 0 0 0 Right 0 Eastbound Left 0 Approach 203 63 37 -26 -10 -11 192 Through 176 Departure 234 91 45 -46 -17 -19 215 Right 27 Westbound Left 5 Approach 202 91 45 -46 -17 -19 183 Through 197 Departure 181 63 37 -26 -10 -11 170 Right 0 PM Peak Hour Northbound Left 33 Approach 42 0000 0 42 Through 0 Departure 24 0 0 0 0 0 24 Right 9 Southbound Left 0 Approach 0 0 0 0 0 0 0 Through 0 Departure 0 0 0 0 0 0 0 Right 0 Eastbound Left 0 Approach 137 105 58 -47 -13 -14 123 Through 119 Departure 124 82 41 -41 -11 -12 112 Right 18 Westbound Left 6 Approach 97 82 41 -41 -11 -12 85 Through 91 Departure 128 105 58 -47 -13 -14 114 Right 0 1 Modeled base year (2016) to modeled future year (2040) conditions represent 24 years of traffic growth. Since it is 26 years from 2024 to 2050 the growth represents 1.08333333333333 % of the growth between 2016 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period. Table C-6: Forecast Link Volume Worksheet Future Year (2050) Conditions Base to Future Year P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Link Pk Hr the transportation solutions company... Existing Base Yr. Fut. Yr. 2024 to Existing 2024 Modeled Modeled 2050 2050 2024 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link PCE Volume Volume PCE VolumePCE Volume Change Change Growth1 PCE Volume Table C-6: Forecast Link Volume Worksheet Future Year (2050) Conditions Base to Future Year 3 Citrus Ave & Curtis Ave AM Peak Hour Northbound Left 122 Approach 588 490 874 384 146 158 746 Through 466 Departure 971 1,037 2,548 1,511 574 622 1,593 Right 0 Southbound Left 0 Approach 904 1,122 2,587 1,465 557 603 1,507 Through 831 Departure 506 547 905 358 136 147 653 Right 73 Eastbound Left 40 Approach 180 63 37 -26 -10 -11 169 Through 0 Departure 195 91 45 -46 -17 -19 176 Right 140 Westbound Left 0 Approach 0 0 0 0 0 0 0 Through 0 Departure 0 0 0 0 0 0 0 Right 0 PM Peak Hour Northbound Left 92 Approach 800 1475 3302 1,827 512 554 1,354 Through 708 Departure 641 790 1,425 635 178 193 834 Right 0 Southbound Left 0 Approach 591 864 1,458 594 166 180 771 Through 564 Departure 760 1,573 3,353 1,780 498 540 1,300 Right 27 Eastbound Left 52 Approach 129 105 58 -47 -13 -14 115 Through 0 Departure 119 82 41 -41 -11 -12 107 Right 77 Westbound Left 0 Approach 0 0 0 0 0 0 0 Through 0 Departure 0 0 0 0 0 0 0 Right 0 1 Modeled base year (2016) to modeled future year (2040) conditions represent 24 years of traffic growth. Since it is 26 years from 2024 to 2050 the growth represents 1.08333333333333 % of the growth between 2016 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period. P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Link Pk Hr the transportation solutions company... Existing Base Yr. Fut. Yr. 2024 to Existing 2024 Modeled Modeled 2050 2050 2024 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link PCE Volume Volume PCE VolumePCE Volume Change Change Growth1 PCE Volume Table C-6: Forecast Link Volume Worksheet Future Year (2050) Conditions Base to Future Year 4 Citrus Ave & Sierra Lakes Pkwy AM Peak Hour Northbound Left 236 Approach 1,114 1414 1434 20 8 8 1,122 Through 484 Departure 1,303 1,736 2,997 1,261 479 519 1,822 Right 394 Southbound Left 93 Approach 882 1,037 2,548 1,511 574 622 1,504 Through 734 Departure 584 490 874 384 146 158 742 Right 55 Eastbound Left 24 Approach 343 688 601 -87 -33 -36 307 Through 90 Departure 401 644 559 -85 -32 -35 366 Right 229 Westbound Left 340 Approach 526 213 111 -102 -39 -42 484 Through 110 Departure 577 483 267 -216 -82 -89 488 Right 76 PM Peak Hour Northbound Left 237 Approach 1,315 2710 4002 1,292 362 392 1,707 Through 457 Departure 1,106 2,207 2,280 73 20 22 1,128 Right 621 Southbound Left 163 Approach 631 790 1,425 635 178 193 824 Through 417 Departure 676 1,475 3,302 1,827 512 554 1,230 Right 51 Eastbound Left 56 Approach 563 1,016 1,040 24 7 7 570 Through 266 Departure 517 1,058 1,018 -40 -11 -12 505 Right 241 Westbound Left 448 Approach 840 805 446 -359 -101 -109 731 Through 229 Departure 1,050 584 316 -268 -75 -81 969 Right 163 1 Modeled base year (2016) to modeled future year (2040) conditions represent 24 years of traffic growth. Since it is 26 years from 2024 to 2050 the growth represents 1.08333333333333 % of the growth between 2016 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period. P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Link Pk Hr the transportation solutions company... Existing Base Yr. Fut. Yr. 2024 to Existing 2024 Modeled Modeled 2050 2050 2024 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link PCE Volume Volume PCE VolumePCE Volume Change Change Growth1 PCE Volume Table C-6: Forecast Link Volume Worksheet Future Year (2050) Conditions Base to Future Year 5 Citrus Ave & SR-210 WB Ramps AM Peak Hour Northbound Left 270 Approach 1,029 1575 992 -583 -222 -240 789 Through 759 Departure 1,112 1,444 2,284 840 319 346 1,458 Right 0 Southbound Left 0 Approach 1,026 1,736 2,448 712 271 293 1,319 Through 739 Departure 1,070 1,414 1,099 -315 -120 -130 940 Right 287 Eastbound Left 0 Approach 0 0 0 0 0 0 0 Through 0 Departure 564 1,031 1,134 103 39 42 606 Right 0 Westbound Left 373 Approach 691 578 1,076 498 189 205 896 Through 7 Departure 0 0 0 0 0 0 0 Right 311 PM Peak Hour Northbound Left 368 Approach 1,413 2212 2733 521 146 158 1,571 Through 1,045 Departure 1,062 2,773 2,618 -155 -43 -47 1,015 Right 0 Southbound Left 0 Approach 1,046 2,207 1,886 -321 -90 -97 949 Through 696 Departure 1,402 2,710 3,217 507 142 154 1,556 Right 350 Eastbound Left 0 Approach 0 0 0 0 0 0 0 Through 0 Departure 722 1,026 1,065 39 11 12 734 Right 0 Westbound Left 366 Approach 727 2,090 2,280 190 53 58 785 Through 4 Departure 0 0 0 0 0 0 0 Right 357 1 Modeled base year (2016) to modeled future year (2040) conditions represent 24 years of traffic growth. Since it is 26 years from 2024 to 2050 the growth represents 1.08333333333333 % of the growth between 2016 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period. P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Link Pk Hr the transportation solutions company... Existing Base Yr. Fut. Yr. 2024 to Existing 2024 Modeled Modeled 2050 2050 2024 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link PCE Volume Volume PCE VolumePCE Volume Change Change Growth1 PCE Volume Table C-6: Forecast Link Volume Worksheet Future Year (2050) Conditions Base to Future Year 6 Citrus Ave & SR-210 EB Ramps AM Peak Hour Northbound Left 0 Approach 1,173 1728 1514 -214 -81 -88 1,085 Through 725 Departure 1,253 1,120 1,999 879 334 362 1,615 Right 448 Southbound Left 297 Approach 1,147 1,444 2,284 840 319 346 1,493 Through 850 Departure 1,012 1,575 992 -583 -222 -240 772 Right 0 Eastbound Left 287 Approach 693 699 695 -4 -2 -2 691 Through 3 Departure 0 0 0 0 0 0 0 Right 403 Westbound Left 0 Approach 0 0 0 0 0 0 0 Through 0 Departure 748 1,175 1,503 328 125 135 883 Right 0 PM Peak Hour Northbound Left 0 Approach 1,390 1802 2889 1,087 304 330 1,720 Through 1,023 Departure 1,165 3,047 3,277 230 64 70 1,235 Right 367 Southbound Left 204 Approach 1,048 2,773 2,618 -155 -43 -47 1,001 Through 844 Departure 1,444 2,212 2,733 521 146 158 1,602 Right 0 Eastbound Left 421 Approach 744 1,743 1,718 -25 -7 -8 736 Through 2 Departure 0 0 0 0 0 0 0 Right 321 Westbound Left 0 Approach 0 0 0 0 0 0 0 Through 0 Departure 573 1,059 1,215 156 44 47 620 Right 0 1 Modeled base year (2016) to modeled future year (2040) conditions represent 24 years of traffic growth. Since it is 26 years from 2024 to 2050 the growth represents 1.08333333333333 % of the growth between 2016 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period. P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Link Pk Hr the transportation solutions company... Approach Traffic Link Forecast Direction Counts Volume TM Volume 1 Catawba Ave-Alley B & Curtis Ave A.M. Peak Hour Northbound Left 37 Approach 42 Left 37 Through 0 Departure 32 Through 0 Right 5 0 Right 5 Southbound Left 0 Approach 0 Left 0 Through 0 Departure 0 Through 0 Right 0 0 Right 0 Eastbound Left 0 Approach 192 Left 0 Through 176 Departure 215 Through 165 Right 27 0 Right 27 Westbound Left 5 Approach 183 Left 5 Through 197 Departure 170 Through 178 Right 0 Right 0 P.M. Peak Hour Northbound Left 33 Approach 42 Left 33 Through 0 Departure 24 Through 0 Right 9 0 Right 9 Southbound Left 0 Approach 0 Left 0 Through 0 Departure 0 Through 0 Right 0 0 Right 0 Eastbound Left 0 Approach 123 Left 0 Through 119 Departure 112 Through 105 Right 18 0 Right 18 Westbound Left 6 Approach 85 Left 6 Through 91 Departure 114 Through 79 Right 0 Right 0 Table C-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255) Forecast Future Year P:\Lewis - The Enclave at North Fontana\Analysis v2\Bturns\Summary 9/2/2025 the transportation solutions company... Approach Traffic Link Forecast Direction Counts Volume TM Volume Table C-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255) Forecast Future Year 3 Citrus Ave & Curtis Ave A.M. Peak Hour Northbound Left 122 Approach 746 Left 110 Through 466 Departure 1,593 Through 623 Right 0 0 Right 0 Southbound Left 0 Approach 1,507 Left 0 Through 831 Departure 653 Through 1,454 Right 73 0 Right 66 Eastbound Left 40 Approach 169 Left 31 Through 0 Departure 176 Through 0 Right 140 0 Right 139 Westbound Left 0 Approach 0 Left 0 Through 0 Departure 0 Through 0 Right 0 Right 0 P.M. Peak Hour Northbound Left 92 Approach 1,354 Left 89 Through 708 Departure 834 Through 1,257 Right 0 0 Right 0 Southbound Left 0 Approach 771 Left 0 Through 564 Departure 1,300 Through 762 Right 27 0 Right 18 Eastbound Left 52 Approach 115 Left 43 Through 0 Departure 107 Through 0 Right 77 0 Right 72 Westbound Left 0 Approach 0 Left 0 Through 0 Departure 0 Through 0 Right 0 Right 0 P:\Lewis - The Enclave at North Fontana\Analysis v2\Bturns\Summary 9/2/2025 the transportation solutions company... Approach Traffic Link Forecast Direction Counts Volume TM Volume Table C-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255) Forecast Future Year 4 Citrus Ave & Sierra Lakes Pkwy A.M. Peak Hour Northbound Left 236 Approach 1,122 Left 199 Through 484 Departure 1,822 Through 624 Right 394 0 Right 300 Southbound Left 93 Approach 1,504 Left 125 Through 734 Departure 742 Through 1,297 Right 55 0 Right 82 Eastbound Left 24 Approach 307 Left 29 Through 90 Departure 366 Through 64 Right 229 0 Right 214 Westbound Left 340 Approach 484 Left 310 Through 110 Departure 488 Through 85 Right 76 Right 89 P.M. Peak Hour Northbound Left 237 Approach 1,707 Left 257 Through 457 Departure 1,128 Through 898 Right 621 0 Right 553 Southbound Left 163 Approach 824 Left 189 Through 417 Departure 1,230 Through 562 Right 51 0 Right 72 Eastbound Left 56 Approach 570 Left 105 Through 266 Departure 505 Through 227 Right 241 0 Right 238 Westbound Left 448 Approach 731 Left 328 Through 229 Departure 969 Through 176 Right 163 Right 227 P:\Lewis - The Enclave at North Fontana\Analysis v2\Bturns\Summary 9/2/2025 the transportation solutions company... Approach Traffic Link Forecast Direction Counts Volume TM Volume Table C-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255) Forecast Future Year 5 Citrus Ave & SR-210 WB Ramps A.M. Peak Hour Northbound Left 270 Approach 789 Left 226 Through 759 Departure 1,458 Through 563 Right 0 0 Right 0 Southbound Left 0 Approach 1,319 Left 0 Through 739 Departure 940 Through 949 Right 287 0 Right 371 Eastbound Left 0 Approach 0 Left 0 Through 0 Departure 606 Through 0 Right 0 0 Right 0 Westbound Left 373 Approach 896 Left 509 Through 7 Departure 0 Through 10 Right 311 Right 378 P.M. Peak Hour Northbound Left 368 Approach 1,571 Left 407 Through 1,045 Departure 1,015 Through 1,164 Right 0 0 Right 0 Southbound Left 0 Approach 949 Left 0 Through 696 Departure 1,556 Through 626 Right 350 0 Right 323 Eastbound Left 0 Approach 0 Left 0 Through 0 Departure 734 Through 0 Right 0 0 Right 0 Westbound Left 366 Approach 785 Left 389 Through 4 Departure 0 Through 4 Right 357 Right 391 P:\Lewis - The Enclave at North Fontana\Analysis v2\Bturns\Summary 9/2/2025 the transportation solutions company... Approach Traffic Link Forecast Direction Counts Volume TM Volume Table C-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255) Forecast Future Year 6 Citrus Ave & SR-210 EB Ramps A.M. Peak Hour Northbound Left 0 Approach 1,085 Left 0 Through 725 Departure 1,615 Through 564 Right 448 0 Right 520 Southbound Left 297 Approach 1,493 Left 360 Through 850 Departure 772 Through 1,134 Right 0 0 Right 0 Eastbound Left 287 Approach 691 Left 208 Through 3 Departure 0 Through 3 Right 403 0 Right 480 Westbound Left 0 Approach 0 Left 0 Through 0 Departure 883 Through 0 Right 0 Right 0 P.M. Peak Hour Northbound Left 0 Approach 1,720 Left 0 Through 1,023 Departure 1,235 Through 1,249 Right 367 0 Right 467 Southbound Left 204 Approach 1,001 Left 152 Through 844 Departure 1,602 Through 853 Right 0 0 Right 0 Eastbound Left 421 Approach 736 Left 353 Through 2 Departure 0 Through 2 Right 321 0 Right 382 Westbound Left 0 Approach 0 Left 0 Through 0 Departure 620 Through 0 Right 0 Right 0 P:\Lewis - The Enclave at North Fontana\Analysis v2\Bturns\Summary 9/2/2025 the transportation solutions company... 2,050 2,050 2,050 2,050 PCE Exist Adj. PCE Exist Adj. Volumes NP Volumes NP 1 . Catawba Ave-Alley B & Curtis Ave NBL 37 37 37 33 33 33 NBT 0 0 0 0 0 0 NBR 5 5 5 9 9 9 SBL 0 0 0 0 0 0 SBT 0 0 0 0 0 0 SBR 0 0 0 0 0 0 EBL 0 0 0 0 0 0 EBT 165 176 185 105 120 126 EBR 27 27 27 18 18 18 WBL 5 5 5 6 7 7 WBT 178 197 207 79 112 118 WBR 0 0 0 0 0 0 North Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 0 0 0 0 0 0 South Leg Approach 42 42 42 42 42 42 Departure 32 32 32 24 25 25 Total 74 74 74 66 67 67 East Leg Approach 183 202 212 85 119 125 Departure 170 181 190 114 129 135 Total 353 383 402 199 248 260 West Leg Approach 192 203 212 123 138 144 Departure 215 234 244 112 145 151 Total 407 437 456 235 283 295 Total Approaches Approach 417 447 466 250 299 311 Departure 417 447 466 250 299 311 Total 834 894 931 500 598 622 Table C-8: Future Year (2050) Volume Comparison PM Peak HourAM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM Comparison the transportation solutions company... 2,050 2,050 2,050 2,050 PCE Exist Adj. PCE Exist Adj. Volumes NP Volumes NP Table C-8: Future Year (2050) Volume Comparison PM Peak HourAM Peak Hour 3 . Citrus Ave & Curtis Ave NBL 110 126 132 89 92 97 NBT 623 466 623 1,257 708 1,257 NBR 0 0 0 0 0 0 SBL 0 0 0 0 0 0 SBT 1,454 831 1,454 762 564 762 SBR 66 76 80 18 27 28 EBL 31 40 42 43 52 55 EBT 0 0 0 0 0 0 EBR 139 141 148 72 77 81 WBL 0 0 0 0 0 0 WBT 0 0 0 0 0 0 WBR 0 0 0 0 0 0 North Leg Approach 1,520 907 1,534 780 591 790 Departure 654 506 665 1,300 760 1,312 Total 2,174 1,413 2,199 2,080 1,351 2,102 South Leg Approach 733 592 755 1,346 800 1,354 Departure 1,593 972 1,602 834 641 843 Total 2,326 1,564 2,357 2,180 1,441 2,196 East Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 0 0 0 0 0 0 West Leg Approach 170 181 190 115 129 135 Departure 176 202 212 107 119 125 Total 346 383 402 222 248 260 Total Approaches Approach 2,423 1,680 2,479 2,241 1,520 2,279 Departure 2,423 1,680 2,479 2,241 1,520 2,279 Total 4,846 3,360 4,958 4,482 3,040 4,559 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM Comparison the transportation solutions company... 2,050 2,050 2,050 2,050 PCE Exist Adj. PCE Exist Adj. Volumes NP Volumes NP Table C-8: Future Year (2050) Volume Comparison PM Peak HourAM Peak Hour 4 . Citrus Ave & Sierra Lakes Pkwy NBL 199 236 248 257 237 257 NBT 624 484 624 898 457 898 NBR 300 394 414 553 621 652 SBL 125 93 125 189 163 189 SBT 1,297 734 1,297 562 417 562 SBR 82 55 82 72 51 72 EBL 29 24 29 105 56 105 EBT 64 90 95 227 266 279 EBR 214 229 240 238 241 253 WBL 310 340 357 328 448 470 WBT 85 110 116 176 229 240 WBR 89 76 89 227 163 227 North Leg Approach 1,504 882 1,504 823 631 823 Departure 742 584 742 1,230 676 1,230 Total 2,246 1,466 2,246 2,053 1,307 2,053 South Leg Approach 1,123 1,114 1,286 1,708 1,315 1,807 Departure 1,821 1,303 1,894 1,128 1,106 1,285 Total 2,944 2,417 3,180 2,836 2,421 3,093 East Leg Approach 484 526 562 731 840 938 Departure 489 577 633 969 1,050 1,120 Total 973 1,103 1,195 1,700 1,890 2,058 West Leg Approach 307 343 364 570 563 637 Departure 366 401 445 505 517 569 Total 673 744 809 1,075 1,080 1,207 Total Approaches Approach 3,418 2,865 3,715 3,832 3,349 4,205 Departure 3,418 2,865 3,715 3,832 3,349 4,205 Total 6,836 5,730 7,430 7,664 6,698 8,411 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM Comparison the transportation solutions company... 2,050 2,050 2,050 2,050 PCE Exist Adj. PCE Exist Adj. Volumes NP Volumes NP Table C-8: Future Year (2050) Volume Comparison PM Peak HourAM Peak Hour 5 . Citrus Ave & SR-210 WB Ramps NBL 226 270 284 407 368 407 NBT 563 790 830 1,164 980 1,164 NBR 0 0 0 0 0 0 SBL 0 0 0 0 0 0 SBT 949 939 949 626 736 773 SBR 371 364 371 323 370 389 EBL 0 0 0 0 0 0 EBT 0 0 0 0 0 0 EBR 0 0 0 0 0 0 WBL 509 373 509 389 366 389 WBT 10 7 10 4 4 4 WBR 378 324 378 391 335 391 North Leg Approach 1,320 1,303 1,320 949 1,106 1,161 Departure 941 1,114 1,208 1,555 1,315 1,555 Total 2,261 2,417 2,528 2,504 2,421 2,716 South Leg Approach 789 1,060 1,113 1,571 1,348 1,571 Departure 1,458 1,312 1,458 1,015 1,102 1,162 Total 2,247 2,372 2,571 2,586 2,450 2,733 East Leg Approach 897 704 897 784 705 784 Departure 0 0 0 0 0 0 Total 897 704 897 784 705 784 West Leg Approach 0 0 0 0 0 0 Departure 607 641 665 734 742 800 Total 607 641 665 734 742 800 Total Approaches Approach 3,006 3,067 3,330 3,304 3,159 3,516 Departure 3,006 3,067 3,330 3,304 3,159 3,516 Total 6,012 6,134 6,660 6,608 6,318 7,033 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM Comparison the transportation solutions company... 2,050 2,050 2,050 2,050 PCE Exist Adj. PCE Exist Adj. Volumes NP Volumes NP Table C-8: Future Year (2050) Volume Comparison PM Peak HourAM Peak Hour 6 . Citrus Ave & SR-210 EB Ramps NBL 0 0 0 0 0 0 NBT 564 759 797 1,249 955 1,249 NBR 520 448 520 467 367 467 SBL 360 340 360 152 215 226 SBT 1,134 972 1,134 853 887 931 SBR 0 0 0 0 0 0 EBL 208 301 316 353 393 413 EBT 3 3 3 2 2 2 EBR 480 403 480 382 321 382 WBL 0 0 0 0 0 0 WBT 0 0 0 0 0 0 WBR 0 0 0 0 0 0 North Leg Approach 1,494 1,312 1,494 1,005 1,102 1,157 Departure 772 1,060 1,113 1,602 1,348 1,662 Total 2,266 2,372 2,607 2,607 2,450 2,819 South Leg Approach 1,084 1,207 1,317 1,716 1,322 1,716 Departure 1,614 1,375 1,614 1,235 1,208 1,313 Total 2,698 2,582 2,931 2,951 2,530 3,029 East Leg Approach 0 0 0 0 0 0 Departure 883 791 883 621 584 695 Total 883 791 883 621 584 695 West Leg Approach 691 707 799 737 716 797 Departure 0 0 0 0 0 0 Total 691 707 799 737 716 797 Total Approaches Approach 3,269 3,226 3,610 3,458 3,140 3,670 Departure 3,269 3,226 3,610 3,458 3,140 3,670 Total 6,538 6,452 7,220 6,916 6,280 7,340 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM Comparison the transportation solutions company... Year Arboretum Year Year Arboretum Year 2,050 Project 2,050 2,050 Project 2,050 Back. Trips NP Back. Trips NP 1 . Catawba Ave-Alley B & Curtis Ave NBL 37 0 37 33 0 33 NBT 000 000 NBR 505 909 SBL 000 000 SBT 000 000 SBR 000 000 EBL 000 000 EBT 185 0 185 126 0 126 EBR 27 0 27 18 0 18 WBL 505 707 WBT 207 0 207 118 0 118 WBR 000 000 North Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 0 0 0 0 0 0 South Leg Approach 42 0 42 42 0 42 Departure 32 0 32 25 0 25 Total 74 0 74 67 0 67 East Leg Approach 212 0 212 125 0 125 Departure 190 0 190 135 0 135 Total 402 0 402 260 0 260 West Leg Approach 212 0 212 144 0 144 Departure 244 0 244 151 0 151 Total 456 0 456 295 0 295 Total Approaches Approach 466 0 466 311 0 311 Departure 466 0 466 311 0 311 Total 931 0 931 622 0 622 Table C-9: Future Build-out Year (2050) Peak Hour Volume Summary P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Cumul Trips the transportation solutions company... Year Arboretum Year Year Arboretum Year 2,050 Project 2,050 2,050 Project 2,050 Back. Trips NP Back. Trips NP Table C-9: Future Build-out Year (2050) Peak Hour Volume Summary 3 . Citrus Ave & Curtis Ave NBL 132 0 132 97 0 97 NBT 623 17 640 1,257 23 1,280 NBR 000 000 SBL 000 000 SBT 1,454 17 1,471 762 18 780 SBR 80 0 80 28 0 28 EBL 42 0 42 55 0 55 EBT 000 000 EBR 148 0 148 81 0 81 WBL 000 000 WBT 000 000 WBR 000 000 North Leg Approach 1,534 17 1,551 790 18 808 Departure 665 17 682 1,312 23 1,335 Total 2,199 34 2,233 2,102 41 2,143 South Leg Approach 755 17 772 1,354 23 1,377 Departure 1,602 17 1,619 843 18 861 Total 2,357 34 2,391 2,196 41 2,237 East Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 0 0 0 0 0 0 West Leg Approach 190 0 190 135 0 135 Departure 212 0 212 125 0 125 Total 402 0 402 260 0 260 Total Approaches Approach 2,479 34 2,513 2,279 41 2,320 Departure 2,479 34 2,513 2,279 41 2,320 Total 4,958 68 5,026 4,559 82 4,641 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Cumul Trips the transportation solutions company... Year Arboretum Year Year Arboretum Year 2,050 Project 2,050 2,050 Project 2,050 Back. Trips NP Back. Trips NP Table C-9: Future Build-out Year (2050) Peak Hour Volume Summary 4 . Citrus Ave & Sierra Lakes Pkwy NBL 248 0 248 257 0 257 NBT 624 15 639 898 21 919 NBR 414 0 414 652 0 652 SBL 125 0 125 189 0 189 SBT 1,297 15 1,312 562 16 578 SBR 82 2 84 72 2 74 EBL 29 2 31 105 2 107 EBT 95 0 95 279 0 279 EBR 240 0 240 253 0 253 WBL 357 0 357 470 0 470 WBT 116 0 116 240 0 240 WBR 89 0 89 227 0 227 North Leg Approach 1,504 17 1,521 823 18 841 Departure 742 17 759 1,230 23 1,253 Total 2,246 34 2,280 2,053 41 2,094 South Leg Approach 1,286 15 1,301 1,807 21 1,828 Departure 1,894 15 1,909 1,285 16 1,301 Total 3,180 30 3,210 3,093 37 3,130 East Leg Approach 562 0 562 938 0 938 Departure 633 0 633 1,120 0 1,120 Total 1,195 0 1,195 2,058 0 2,058 West Leg Approach 364 2 366 637 2 639 Departure 445 2 447 569 2 571 Total 809 4 813 1,207 4 1,211 Total Approaches Approach 3,715 34 3,749 4,205 41 4,246 Departure 3,715 34 3,749 4,205 41 4,246 Total 7,430 68 7,498 8,411 82 8,493 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Cumul Trips the transportation solutions company... Year Arboretum Year Year Arboretum Year 2,050 Project 2,050 2,050 Project 2,050 Back. Trips NP Back. Trips NP Table C-9: Future Build-out Year (2050) Peak Hour Volume Summary 5 . Citrus Ave & SR-210 WB Ramps NBL 284 0 284 407 0 407 NBT 830 15 845 1,164 21 1,185 NBR 000 000 SBL 000 000 SBT 949 11 960 773 10 783 SBR 371 4 375 389 5 394 EBL 000 000 EBT 000 000 EBR 000 000 WBL 509 0 509 389 0 389 WBT 10 0 10 4 0 4 WBR 378 0 378 391 0 391 North Leg Approach 1,320 15 1,335 1,161 15 1,176 Departure 1,208 15 1,223 1,555 21 1,576 Total 2,528 30 2,558 2,716 36 2,752 South Leg Approach 1,113 15 1,128 1,571 21 1,592 Departure 1,458 11 1,469 1,162 10 1,172 Total 2,571 26 2,597 2,733 31 2,764 East Leg Approach 897 0 897 784 0 784 Departure 0 0 0 0 0 0 Total 897 0 897 784 0 784 West Leg Approach 0 0 0 0 0 0 Departure 665 4 669 800 5 805 Total 665 4 669 800 5 805 Total Approaches Approach 3,330 30 3,360 3,516 36 3,552 Departure 3,330 30 3,360 3,516 36 3,552 Total 6,660 60 6,720 7,033 72 7,105 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Cumul Trips the transportation solutions company... Year Arboretum Year Year Arboretum Year 2,050 Project 2,050 2,050 Project 2,050 Back. Trips NP Back. Trips NP Table C-9: Future Build-out Year (2050) Peak Hour Volume Summary 6 . Citrus Ave & SR-210 EB Ramps NBL 000 000 NBT 797 11 808 1,249 15 1,264 NBR 520 0 520 467 0 467 SBL 360 0 360 226 0 226 SBT 1,134 11 1,145 931 10 941 SBR 000 000 EBL 316 5 321 413 7 420 EBT 303 202 EBR 480 0 480 382 0 382 WBL 000 000 WBT 000 000 WBR 000 000 North Leg Approach 1,494 11 1,505 1,157 10 1,167 Departure 1,113 16 1,129 1,662 22 1,684 Total 2,607 27 2,634 2,819 32 2,851 South Leg Approach 1,317 11 1,328 1,716 15 1,731 Departure 1,614 11 1,625 1,313 10 1,323 Total 2,931 22 2,953 3,029 25 3,054 East Leg Approach 0 0 0 0 0 0 Departure 883 0 883 695 0 695 Total 883 0 883 695 0 695 West Leg Approach 799 5 804 797 7 804 Departure 0 0 0 0 0 0 Total 799 5 804 797 7 804 Total Approaches Approach 3,610 27 3,637 3,670 32 3,702 Departure 3,610 27 3,637 3,670 32 3,702 Total 7,220 54 7,274 7,340 64 7,404 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 Cumul Trips the transportation solutions company... Model Balanced Model Balanced Volume Adjust.Volume Volume Adjust.Volume 4 NBL 248 248 257 257 NBT 639 639 919 919 NBR 414 414 652 652 SBL 125 125 189 189 SBT 1,312 1,312 578 578 SBR 84 84 74 74 EBL 31 31 107 107 EBT 95 95 279 279 EBR 240 240 253 253 WBL 357 357 470 470 WBT 116 116 240 240 WBR 89 89 227 227 North Leg Approach 1,521 0 1,521 841 0 841 Departure 759 0 759 1,253 0 1,253 Total 2,280 0 2,280 2,094 0 2,094 South Leg Approach 1,301 0 1,301 1,828 0 1,828 Departure 1,909 0 1,909 1,301 0 1,301 Total 3,210 0 3,210 3,130 0 3,130 East Leg Approach 562 0 562 938 0 938 Departure 633 0 633 1,120 0 1,120 Total 1,195 0 1,195 2,058 0 2,058 West Leg Approach 366 0 366 639 0 639 Departure 447 0 447 571 0 571 Total 813 0 813 1,211 0 1,211 Total Approaches Approach 3,749 0 3,749 4,246 0 4,246 Departure 3,749 0 3,749 4,246 0 4,246 Total 7,498 0 7,498 8,493 0 8,493 Citrus Ave & Sierra Lakes Pkwy Table C-10 Volume Balancing For Future Year (2050) Conditions To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 9/2/2025 (R:\LEW432\Traffic\Balance 2045\4-5) the transportation solutions company... Model Balanced Model Balanced Volume Adjust.Volume Volume Adjust.Volume Table C-10 Volume Balancing For Future Year (2050) Conditions To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 5 NBL 284 284 407 407 NBT 845 54 899 1,185 190 1,375 NBR 0 0 0 0 SBL 0 0 0 0 SBT 960 413 1,373 783 83 866 SBR 375 161 536 394 42 436 EBL 0 0 0 0 EBT 0 0 0 0 EBR 0 0 0 0 WBL 509 509 389 389 WBT 10 10 4 4 WBR 378 24 402 391 63 454 North Leg Approach 1,335 574 1,909 1,176 125 1,301 Departure 1,223 78 1,301 1,576 253 1,829 Total 2,558 652 3,210 2,752 378 3,130 South Leg Approach 1,128 54 1,182 1,592 190 1,782 Departure 1,469 413 1,882 1,172 83 1,255 Total 2,597 467 3,064 2,764 273 3,037 East Leg Approach 897 24 921 784 63 847 Departure 0 0 0 0 0 0 Total 897 24 921 784 63 847 West Leg Approach 0 0 0 0 0 0 Departure 669 161 830 805 42 847 Total 669 161 830 805 42 847 Total Approaches Approach 3,360 652 4,012 3,552 378 3,930 Departure 3,360 652 4,012 3,552 378 3,930 Total 6,720 1,304 8,024 7,105 756 7,861 Citrus Ave & SR-210 WB Ramps 9/2/2025 (R:\LEW432\Traffic\Balance 2045\4-5) the transportation solutions company... Model Balanced Model Balanced Volume Adjust.Volume Volume Adjust.Volume 5 NBL 284 284 407 407 NBT 899 899 1,375 1,375 NBR 0 0 0 0 SBL 0 0 0 0 SBT 1,373 1,373 866 866 SBR 536 536 436 436 EBL 0 0 0 0 EBT 0 0 0 0 EBR 0 0 0 0 WBL 509 509 389 389 WBT 10 10 4 4 WBR 402 402 454 454 North Leg Approach 1,909 0 1,909 1,301 0 1,301 Departure 1,301 0 1,301 1,829 0 1,829 Total 3,210 0 3,210 3,130 0 3,130 South Leg Approach 1,182 0 1,182 1,782 0 1,782 Departure 1,882 0 1,882 1,255 0 1,255 Total 3,064 0 3,064 3,037 0 3,037 East Leg Approach 921 0 921 847 0 847 Departure 0 0 0 0 0 0 Total 921 0 921 847 0 847 West Leg Approach 0 0 0 0 0 0 Departure 830 0 830 847 0 847 Total 830 0 830 847 0 847 Total Approaches Approach 4,012 0 4,012 3,930 0 3,930 Departure 4,012 0 4,012 3,930 0 3,930 Total 8,024 0 8,024 7,861 0 7,861 Citrus Ave & SR-210 WB Ramps Table C-10 Volume Balancing For Future Year (2050) Conditions To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 9/2/2025 (R:\LEW432\Traffic\Balance 2045\5-6) the transportation solutions company... Model Balanced Model Balanced Volume Adjust.Volume Volume Adjust.Volume Table C-10 Volume Balancing For Future Year (2050) Conditions To Maintain Consistent Flow of Vehicles A.M. Peak Hour Volumes P.M. Peak Hour Volumes 6 NBL 0 0 0 0 NBT 808 38 846 1,264 74 1,338 NBR 520 520 467 467 SBL 360 90 450 226 17 243 SBT 1,145 287 1,432 941 71 1,012 SBR 0 0 0 0 EBL 321 15 336 420 25 445 EBT 3 3 2 2 EBR 480 480 382 382 WBL 0 0 0 0 WBT 0 0 0 0 WBR 0 0 0 0 North Leg Approach 1,505 377 1,882 1,167 88 1,255 Departure 1,129 53 1,182 1,684 99 1,783 Total 2,634 430 3,064 2,851 187 3,038 South Leg Approach 1,328 38 1,366 1,731 74 1,805 Departure 1,625 287 1,912 1,323 71 1,394 Total 2,953 325 3,278 3,054 145 3,199 East Leg Approach 0 0 0 0 0 0 Departure 883 90 973 695 17 712 Total 883 90 973 695 17 712 West Leg Approach 804 15 819 804 25 829 Departure 0 0 0 0 0 0 Total 804 15 819 804 25 829 Total Approaches Approach 3,637 430 4,067 3,702 187 3,889 Departure 3,637 430 4,067 3,702 187 3,889 Total 7,274 860 8,134 7,404 374 7,778 Citrus Ave & SR-210 EB Ramps 9/2/2025 (R:\LEW432\Traffic\Balance 2045\5-6) the transportation solutions company... Year Year Year Year 2,050 Project 2,050 2,050 Project 2,050 NP Trips WP NP Trips WP 1 . Catawba Ave-Alley B & Curtis Ave NBL 37 0 37 33 0 33 NBT 000 000 NBR 505 909 SBL 066 044 SBT 099 066 SBR 066 044 EBL 000 000 EBT 185 5 190 126 17 143 EBR 27 0 27 18 0 18 WBL 505 707 WBT 207 9 216 118 6 124 WBR 000 000 North Leg Approach 0 21 21 0 14 14 Departure 0 0 0 0 0 0 Total 0 21 21 0 14 14 South Leg Approach 42 0 42 42 0 42 Departure 32 9 41 25 6 31 Total 74 9 83 67 6 73 East Leg Approach 212 9 221 125 6 131 Departure 190 11 201 135 21 156 Total 402 20 422 260 27 287 West Leg Approach 212 5 217 144 17 161 Departure 244 15 259 151 10 161 Total 456 20 476 295 27 322 Total Approaches Approach 466 35 501 311 37 348 Departure 466 35 501 311 37 348 Total 931 70 1,001 622 74 696 Table C-11: Future Year (2050) Peak Hour Volume Summary P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM the transportation solutions company... Year Year Year Year 2,050 Project 2,050 2,050 Project 2,050 NP Trips WP NP Trips WP Table C-11: Future Year (2050) Peak Hour Volume Summary 2 . Alley A & Curtis Ave NBL 000 000 NBT 000 000 NBR 000 000 SBL 0 31 31 0 20 20 SBT 000 000 SBR 099 066 EBL 0 5 5 0 17 17 EBT 190 6 196 135 4 139 EBR 000 000 WBL 000 000 WBT 212 0 212 125 0 125 WBR 0 16 16 0 51 51 North Leg Approach 0 40 40 0 26 26 Departure 0 21 21 0 68 68 Total 0 61 61 0 94 94 South Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 0 0 0 0 0 0 East Leg Approach 212 16 228 125 51 176 Departure 190 37 227 135 24 159 Total 402 53 455 260 75 335 West Leg Approach 190 11 201 135 21 156 Departure 212 9 221 125 6 131 Total 402 20 422 260 27 287 Total Approaches Approach 402 67 469 260 98 358 Departure 402 67 469 260 98 358 Total 803 134 937 520 196 716 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM the transportation solutions company... Year Year Year Year 2,050 Project 2,050 2,050 Project 2,050 NP Trips WP NP Trips WP Table C-11: Future Year (2050) Peak Hour Volume Summary 3 . Citrus Ave & Curtis Ave NBL 132 12 144 97 37 134 NBT 640 0 640 1,280 0 1,280 NBR 000 000 SBL 000 000 SBT 1,471 0 1,471 780 0 780 SBR 80 4 84 28 14 42 EBL 42 12 54 55 8 63 EBT 000 000 EBR 148 24 172 81 16 97 WBL 000 000 WBT 000 000 WBR 000 000 North Leg Approach 1,551 4 1,555 808 14 822 Departure 682 12 694 1,335 8 1,343 Total 2,233 16 2,249 2,143 22 2,165 South Leg Approach 772 12 784 1,377 37 1,414 Departure 1,619 24 1,643 861 16 877 Total 2,391 36 2,427 2,237 53 2,290 East Leg Approach 0 0 0 0 0 0 Departure 0 0 0 0 0 0 Total 0 0 0 0 0 0 West Leg Approach 190 36 226 135 24 159 Departure 212 16 228 125 51 176 Total 402 52 454 260 75 335 Total Approaches Approach 2,513 52 2,565 2,320 75 2,395 Departure 2,513 52 2,565 2,320 75 2,395 Total 5,026 104 5,130 4,641 150 4,791 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM the transportation solutions company... Year Year Year Year 2,050 Project 2,050 2,050 Project 2,050 NP Trips WP NP Trips WP Table C-11: Future Year (2050) Peak Hour Volume Summary 4 . Citrus Ave & Sierra Lakes Pkwy NBL 248 0 248 257 0 257 NBT 639 9 648 919 31 950 NBR 414 0 414 652 0 652 SBL 125 3 128 189 2 191 SBT 1,312 21 1,333 578 14 592 SBR 84 0 84 74 0 74 EBL 31 0 31 107 0 107 EBT 95 3 98 279 2 281 EBR 240 6 246 253 4 257 WBL 357 0 357 470 0 470 WBT 116 0 116 240 0 240 WBR 89 2 91 227 7 234 North Leg Approach 1,521 24 1,545 841 16 857 Departure 759 11 770 1,253 38 1,291 Total 2,280 35 2,315 2,094 54 2,148 South Leg Approach 1,301 9 1,310 1,828 31 1,859 Departure 1,909 27 1,936 1,301 18 1,319 Total 3,210 36 3,246 3,130 49 3,179 East Leg Approach 562 2 564 938 7 945 Departure 633 6 639 1,120 4 1,124 Total 1,195 8 1,203 2,058 11 2,069 West Leg Approach 366 9 375 639 6 645 Departure 447 0 447 571 0 571 Total 813 9 822 1,211 6 1,217 Total Approaches Approach 3,749 44 3,793 4,246 60 4,306 Departure 3,749 44 3,793 4,246 60 4,306 Total 7,498 88 7,586 8,493 120 8,613 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM the transportation solutions company... Year Year Year Year 2,050 Project 2,050 2,050 Project 2,050 NP Trips WP NP Trips WP Table C-11: Future Year (2050) Peak Hour Volume Summary 5 . Citrus Ave & SR-210 WB Ramps NBL 284 0 284 407 0 407 NBT 899 5 904 1,375 17 1,392 NBR 000 000 SBL 000 000 SBT 1,373 12 1,385 866 8 874 SBR 536 15 551 436 10 446 EBL 000 000 EBT 000 000 EBR 000 000 WBL 509 0 509 389 0 389 WBT 10 0 10 4 0 4 WBR 402 4 406 454 14 468 North Leg Approach 1,909 27 1,936 1,301 18 1,319 Departure 1,301 9 1,310 1,829 31 1,860 Total 3,210 36 3,246 3,130 49 3,179 South Leg Approach 1,182 5 1,187 1,782 17 1,799 Departure 1,882 12 1,894 1,255 8 1,263 Total 3,064 17 3,081 3,037 25 3,062 East Leg Approach 921 4 925 847 14 861 Departure 0 0 0 0 0 0 Total 921 4 925 847 14 861 West Leg Approach 0 0 0 0 0 0 Departure 830 15 845 847 10 857 Total 830 15 845 847 10 857 Total Approaches Approach 4,012 36 4,048 3,930 49 3,979 Departure 4,012 36 4,048 3,930 49 3,979 Total 8,024 72 8,096 7,861 98 7,959 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM the transportation solutions company... Year Year Year Year 2,050 Project 2,050 2,050 Project 2,050 NP Trips WP NP Trips WP Table C-11: Future Year (2050) Peak Hour Volume Summary 6 . Citrus Ave & SR-210 EB Ramps NBL 000 000 NBT 846 0 846 1,338 0 1,338 NBR 520 0 520 467 0 467 SBL 450 12 462 243 8 251 SBT 1,432 0 1,432 1,012 0 1,012 SBR 000 000 EBL 336 5 341 445 17 462 EBT 303 202 EBR 480 0 480 382 0 382 WBL 000 000 WBT 000 000 WBR 000 000 North Leg Approach 1,882 12 1,894 1,255 8 1,263 Departure 1,182 5 1,187 1,783 17 1,800 Total 3,064 17 3,081 3,038 25 3,063 South Leg Approach 1,366 0 1,366 1,805 0 1,805 Departure 1,912 0 1,912 1,394 0 1,394 Total 3,278 0 3,278 3,199 0 3,199 East Leg Approach 0 0 0 0 0 0 Departure 973 12 985 712 8 720 Total 973 12 985 712 8 720 West Leg Approach 819 5 824 829 17 846 Departure 0 0 0 0 0 0 Total 819 5 824 829 17 846 Total Approaches Approach 4,067 17 4,084 3,889 25 3,914 Departure 4,067 17 4,084 3,889 25 3,914 Total 8,134 34 8,168 7,778 50 7,828 P:\Lewis - The Enclave at North Fontana\Analysis v2\Analysis\2050 TM The Enclave at North Fontana Residential Traffic Impact Analysis May 1, 2025 Appendix D APPENDIX D: LEVEL OF SERVICE WORKSHEETS HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Existing - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 176 27 5 197 37 5 Future Vol, veh/h 176 27 5 197 37 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 81 81 81 81 81 81 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 217 33 6 243 46 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 251 0 490 234 Stage 1 - - - - 234 - Stage 2 - - - - 256 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1327 - 541 810 Stage 1 - - - - 810 - Stage 2 - - - - 792 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1327 - 539 810 Mov Cap-2 Maneuver - - - - 539 - Stage 1 - - - - 810 - Stage 2 - - - - 787 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.19 12.07 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 561 - - 45 - HCM Lane V/C Ratio 0.092 - - 0.005 - HCM Ctrl Dly (s/v) 12.1 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Existing - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 40 141 126 466 831 76 Future Volume (veh/h) 40 141 126 466 831 76 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 43 150 134 496 884 81 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 Cap, veh/h 226 201 189 3047 2422 222 Arrive On Green 0.13 0.13 0.10 0.84 0.72 0.72 Sat Flow, veh/h 1810 1610 1810 3705 3438 306 Grp Volume(v), veh/h 43 150 134 496 477 488 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1845 Q Serve(g_s), s 2.8 11.7 9.3 3.2 12.9 12.9 Cycle Q Clear(g_c), s 2.8 11.7 9.3 3.2 12.9 12.9 Prop In Lane 1.00 1.00 1.00 0.17 Lane Grp Cap(c), veh/h 226 201 189 3047 1308 1337 V/C Ratio(X) 0.19 0.74 0.71 0.16 0.36 0.36 Avail Cap(c_a), veh/h 612 545 501 3047 1308 1337 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.98 0.98 1.00 1.00 Uniform Delay (d), s/veh 51.0 54.9 56.3 1.8 6.7 6.7 Incr Delay (d2), s/veh 0.4 5.4 4.8 0.1 0.8 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 10.5 4.5 0.8 4.9 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 51.4 60.2 61.1 1.9 7.5 7.5 LnGrp LOS DEEAAA Approach Vol, veh/h 193 630 965 Approach Delay, s/veh 58.3 14.5 7.5 Approach LOS E B A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 111.7 18.3 15.6 96.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 80.0 42.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 5.2 13.7 11.3 14.9 Green Ext Time (p_c), s 3.8 0.6 0.3 7.1 Intersection Summary HCM 7th Control Delay, s/veh 15.4 HCM 7th LOS B HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Existing - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 24 90 229 340 110 76 236 484 394 93 734 55 Future Volume (veh/h) 24 90 229 340 110 76 236 484 394 93 734 55 Initial Q (Qb), veh 000000000000 Lane Width 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 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 26 96 244 362 117 81 251 515 419 99 781 59 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %000000000000 Cap, veh/h 244 749 334 466 978 435 400 1715 765 381 1696 756 Arrive On Green 0.07 0.21 0.21 0.13 0.27 0.27 0.11 0.48 0.48 0.11 0.47 0.47 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 26 96 244 362 117 81 251 515 419 99 781 59 Grp Sat Flow(s),veh/h/ln1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 0.7 2.3 14.9 10.5 2.6 4.1 7.2 9.2 19.5 2.7 15.4 2.1 Cycle Q Clear(g_c), s 0.7 2.3 14.9 10.5 2.6 4.1 7.2 9.2 19.5 2.7 15.4 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 244 749 334 466 978 435 400 1715 765 381 1696 756 V/C Ratio(X) 0.11 0.13 0.73 0.78 0.12 0.19 0.63 0.30 0.55 0.26 0.46 0.08 Avail Cap(c_a), veh/h 400 1593 710 466 1662 739 400 1715 765 400 1696 756 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/veh45.9 34.0 39.0 44.2 28.9 29.5 44.6 16.9 19.6 43.1 18.9 15.4 Incr Delay (d2), s/veh 0.2 0.1 3.1 8.0 0.1 0.2 3.1 0.4 2.8 0.4 0.9 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/ln0.3 1.0 6.1 5.1 1.1 1.6 3.3 3.9 7.7 1.2 6.5 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 46.1 34.1 42.1 52.2 29.0 29.7 47.7 17.4 22.4 43.4 19.8 15.6 LnGrp LOS DCDDCCDBCDBB Approach Vol, veh/h 366 560 1185 939 Approach Delay, s/veh 40.3 44.1 25.6 22.0 Approach LOSDDCC Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s13.4 52.0 16.0 23.9 14.0 51.5 9.3 30.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 47.5 12.0 44.5 10.0 47.5 10.0 46.5 Max Q Clear Time (g_c+I1), s4.7 21.5 12.5 16.9 9.2 17.4 2.7 6.1 Green Ext Time (p_c), s 0.1 5.4 0.0 1.4 0.1 6.4 0.0 1.0 Intersection Summary HCM 7th Control Delay, s/veh 29.6 HCM 7th LOS C HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Existing - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 373 7 324 270 790 0 0 939 364 Future Volume (veh/h) 0 0 0 373 7 324 270 790 0 0 939 364 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 382 0 327 273 798 0 0 948 368 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 000000000 Cap, veh/h 865 0 385 646 2636 0 0 1916 844 Arrive On Green 0.24 0.00 0.24 0.37 1.00 0.00 0.00 0.53 0.53 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1589 Grp Volume(v), veh/h 382 0 327 273 798 0 0 948 368 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1589 Q Serve(g_s), s 11.7 0.0 25.2 7.6 0.0 0.0 0.0 21.7 18.4 Cycle Q Clear(g_c), s 11.7 0.0 25.2 7.6 0.0 0.0 0.0 21.7 18.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 865 0 385 646 2636 0 0 1916 844 V/C Ratio(X) 0.44 0.00 0.85 0.42 0.30 0.00 0.00 0.49 0.44 Avail Cap(c_a), veh/h 1058 0 471 646 2636 0 0 1916 844 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.73 0.73 0.00 0.00 0.83 0.83 Uniform Delay (d), s/veh 42.1 0.0 47.2 35.9 0.0 0.0 0.0 19.4 18.6 Incr Delay (d2), s/veh 0.4 0.0 11.7 0.3 0.2 0.0 0.0 0.8 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 0.0 11.3 3.0 0.1 0.0 0.0 9.2 7.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 42.4 0.0 59.0 36.2 0.2 0.0 0.0 20.2 20.0 LnGrp LOS D E D A C B Approach Vol, veh/h 709 1071 1316 Approach Delay, s/veh 50.1 9.4 20.1 Approach LOS D A C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 96.9 25.9 71.0 33.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 86.0 15.0 67.0 36.0 Max Q Clear Time (g_c+I1), s 2.0 9.6 23.7 27.2 Green Ext Time (p_c), s 6.9 0.4 10.7 1.9 Intersection Summary HCM 7th Control Delay, s/veh 23.3 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Existing - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 301 3 403 0 0 0 0 759 448 340 972 0 Future Volume (veh/h) 301 3 403 0 0 0 0 759 448 340 972 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 452 0 258 0 774 457 347 992 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000 000000 Cap, veh/h 720 0 320 0 1112 652 868 2780 0 Arrive On Green 0.20 0.00 0.20 0.00 0.51 0.51 0.49 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2285 1284 3510 3705 0 Grp Volume(v), veh/h 452 0 258 0 637 594 347 992 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1669 1755 1805 0 Q Serve(g_s), s 14.9 0.0 19.9 0.0 34.9 35.4 8.1 0.0 0.0 Cycle Q Clear(g_c), s 14.9 0.0 19.9 0.0 34.9 35.4 8.1 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.77 1.00 0.00 Lane Grp Cap(c), veh/h 720 0 320 0 916 847 868 2780 0 V/C Ratio(X) 0.63 0.00 0.81 0.00 0.70 0.70 0.40 0.36 0.00 Avail Cap(c_a), veh/h 947 0 421 0 916 847 868 2780 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.90 0.90 0.00 Uniform Delay (d), s/veh47.7 0.0 49.7 0.0 24.3 24.5 26.8 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 8.3 0.0 4.3 4.8 0.3 0.3 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 %ile BackOfQ(50%),veh/ln6.8 0.0 8.7 0.0 15.8 14.9 3.1 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 48.6 0.0 58.0 0.0 28.7 29.3 27.1 0.3 0.0 LnGrp LOS D E C C C A Approach Vol, veh/h 710 1231 1339 Approach Delay, s/veh 52.0 29.0 7.3 Approach LOS D C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s34.1 68.0 27.9 102.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s22.0 64.0 32.0 90.0 Max Q Clear Time (g_c+I1), s10.1 37.4 21.9 2.0 Green Ext Time (p_c), s 1.0 10.2 2.0 9.5 Intersection Summary HCM 7th Control Delay, s/veh 25.1 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Existing - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 120 18 7 112 33 9 Future Vol, veh/h 120 18 7 112 33 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 145 22 8 135 40 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 166 0 307 155 Stage 1 - - - - 155 - Stage 2 - - - - 152 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1424 - 689 896 Stage 1 - - - - 878 - Stage 2 - - - - 881 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1424 - 685 896 Mov Cap-2 Maneuver - - - - 685 - Stage 1 - - - - 878 - Stage 2 - - - - 875 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.44 10.37 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 721 - - 106 - HCM Lane V/C Ratio 0.07 - - 0.006 - HCM Ctrl Dly (s/v) 10.4 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Existing - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 52 77 92 708 564 27 Future Volume (veh/h) 52 77 92 708 564 27 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 55 81 97 745 594 28 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000 Cap, veh/h 179 160 175 3132 2647 125 Arrive On Green 0.10 0.10 0.10 0.87 0.75 0.75 Sat Flow, veh/h 1810 1610 1810 3705 3605 165 Grp Volume(v), veh/h 55 81 97 745 305 317 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1870 Q Serve(g_s), s 3.4 5.7 6.1 4.1 6.0 6.0 Cycle Q Clear(g_c), s 3.4 5.7 6.1 4.1 6.0 6.0 Prop In Lane 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 179 160 175 3132 1361 1411 V/C Ratio(X) 0.31 0.51 0.55 0.24 0.22 0.22 Avail Cap(c_a), veh/h 618 550 498 3132 1361 1411 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.97 0.97 1.00 1.00 Uniform Delay (d), s/veh 50.2 51.3 51.7 1.3 4.4 4.4 Incr Delay (d2), s/veh 1.0 2.5 2.6 0.2 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 5.2 2.9 0.8 2.1 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 51.2 53.8 54.4 1.5 4.7 4.7 LnGrp LOS D D D A A A Approach Vol, veh/h 136 842 622 Approach Delay, s/veh 52.7 7.6 4.7 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 106.1 13.9 13.6 92.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 73.0 39.0 31.0 38.0 Max Q Clear Time (g_c+I1), s 6.1 7.7 8.1 8.0 Green Ext Time (p_c), s 6.3 0.4 0.2 4.1 Intersection Summary HCM 7th Control Delay, s/veh 10.3 HCM 7th LOS B HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Existing - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 56 266 241 448 229 163 237 457 621 163 417 51 Future Volume (veh/h) 56 266 241 448 229 163 237 457 621 163 417 51 Initial Q (Qb), veh 000000000000 Lane Width 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 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 60 283 256 477 244 173 252 486 661 173 444 54 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %000000000000 Cap, veh/h 293 765 341 513 991 441 836 1763 786 324 1236 551 Arrive On Green 0.08 0.21 0.21 0.15 0.27 0.27 0.16 0.33 0.33 0.09 0.34 0.34 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 60 283 256 477 244 173 252 486 661 173 444 54 Grp Sat Flow(s),veh/h/ln1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 2.1 8.7 19.4 17.5 6.8 11.4 8.2 12.9 29.4 6.1 12.0 2.3 Cycle Q Clear(g_c), s 2.1 8.7 19.4 17.5 6.8 11.4 8.2 12.9 29.4 6.1 12.0 2.3 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 293 765 341 513 991 441 836 1763 786 324 1236 551 V/C Ratio(X) 0.20 0.37 0.75 0.93 0.25 0.39 0.30 0.28 0.84 0.53 0.36 0.10 Avail Cap(c_a), veh/h 324 1291 575 513 1486 660 836 1763 786 324 1236 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.88 0.88 0.88 0.98 0.98 0.98 Uniform Delay (d), s/veh55.5 43.8 48.0 54.8 36.7 38.3 45.1 26.7 13.8 56.3 32.1 17.7 Incr Delay (d2), s/veh 0.3 0.3 3.4 23.6 0.1 0.6 0.2 0.3 9.4 1.7 0.8 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/ln0.9 4.0 8.1 9.4 3.1 4.6 3.7 6.1 13.4 2.8 5.4 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 55.9 44.1 51.4 78.5 36.8 38.9 45.3 27.1 23.2 58.0 32.9 18.0 LnGrp LOS EDDEDDDCCECB Approach Vol, veh/h 599 894 1399 671 Approach Delay, s/veh 48.4 59.4 28.5 38.2 Approach LOS D E C D Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s14.0 65.5 21.0 29.5 33.0 46.5 12.9 37.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 42.5 17.0 44.5 10.0 42.5 10.0 51.5 Max Q Clear Time (g_c+I1), s8.1 31.4 19.5 21.4 10.2 14.0 4.1 13.4 Green Ext Time (p_c), s 0.1 4.6 0.0 2.7 0.0 3.3 0.1 2.3 Intersection Summary HCM 7th Control Delay, s/veh 41.4 HCM 7th LOS D HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Existing - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 366 4 335 368 980 0 0 736 370 Future Volume (veh/h) 0 0 0 366 4 335 368 980 0 0 736 370 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 376 0 342 376 1000 0 0 751 378 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000 Cap, veh/h 914 0 407 1166 2587 0 0 1333 587 Arrive On Green 0.25 0.00 0.25 0.66 1.00 0.00 0.00 0.74 0.74 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1589 Grp Volume(v), veh/h 376 0 342 376 1000 0 0 751 378 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1589 Q Serve(g_s), s 11.3 0.0 26.2 5.9 0.0 0.0 0.0 12.1 15.4 Cycle Q Clear(g_c), s 11.3 0.0 26.2 5.9 0.0 0.0 0.0 12.1 15.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 914 0 407 1166 2587 0 0 1333 587 V/C Ratio(X) 0.41 0.00 0.84 0.32 0.39 0.00 0.00 0.56 0.64 Avail Cap(c_a), veh/h 1475 0 656 1166 2587 0 0 1333 587 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.75 0.75 0.00 0.00 0.86 0.86 Uniform Delay (d), s/veh 40.5 0.0 46.1 15.6 0.0 0.0 0.0 12.3 12.7 Incr Delay (d2), s/veh 0.3 0.0 5.4 0.1 0.3 0.0 0.0 1.5 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 %ile BackOfQ(50%),veh/ln 5.1 0.0 11.1 2.1 0.1 0.0 0.0 3.7 4.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 40.8 0.0 51.5 15.7 0.3 0.0 0.0 13.8 17.4 LnGrp LOS D D B A B B Approach Vol, veh/h 718 1376 1129 Approach Delay, s/veh 45.9 4.5 15.0 Approach LOS D A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 95.2 45.2 50.0 34.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 71.0 21.0 46.0 51.0 Max Q Clear Time (g_c+I1), s 2.0 7.9 17.4 28.2 Green Ext Time (p_c), s 9.6 1.1 7.6 2.6 Intersection Summary HCM 7th Control Delay, s/veh 17.4 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Existing - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 393 2 321 0 0 0 0 955 367 215 887 0 Future Volume (veh/h) 393 2 321 0 0 0 0 955 367 215 887 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 499 0 217 0 965 371 217 896 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %000 000000 Cap, veh/h 645 0 287 0 1514 577 643 2855 0 Arrive On Green 0.18 0.00 0.18 0.00 0.59 0.59 0.37 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2651 974 3510 3705 0 Grp Volume(v), veh/h 499 0 217 0 679 657 217 896 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1725 1755 1805 0 Q Serve(g_s), s 17.1 0.0 16.6 0.0 32.0 32.6 5.8 0.0 0.0 Cycle Q Clear(g_c), s 17.1 0.0 16.6 0.0 32.0 32.6 5.8 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.56 1.00 0.00 Lane Grp Cap(c), veh/h 645 0 287 0 1069 1022 643 2855 0 V/C Ratio(X) 0.77 0.00 0.76 0.00 0.63 0.64 0.34 0.31 0.00 Avail Cap(c_a), veh/h 891 0 396 0 1069 1022 643 2855 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.92 0.92 0.00 Uniform Delay (d), s/veh50.9 0.0 50.7 0.0 17.3 17.5 35.5 0.0 0.0 Incr Delay (d2), s/veh 2.9 0.0 5.4 0.0 2.9 3.1 0.3 0.3 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 %ile BackOfQ(50%),veh/ln8.0 0.0 7.1 0.0 13.7 13.4 2.4 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 53.8 0.0 56.1 0.0 20.2 20.6 35.8 0.3 0.0 LnGrp LOS D E C C D A Approach Vol, veh/h 716 1336 1113 Approach Delay, s/veh 54.5 20.4 7.2 Approach LOS D C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s25.8 79.0 25.2 104.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s13.0 75.0 30.0 92.0 Max Q Clear Time (g_c+I1), s7.8 34.6 19.1 2.0 Green Ext Time (p_c), s 0.3 13.2 2.1 8.2 Intersection Summary HCM 7th Control Delay, s/veh 23.5 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Opening Year (2026) Without Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 177 27 5 198 37 5 Future Vol, veh/h 177 27 5 198 37 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 81 81 81 81 81 81 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 219 33 6 244 46 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 252 0 492 235 Stage 1 - - - - 235 - Stage 2 - - - - 257 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1325 - 540 809 Stage 1 - - - - 809 - Stage 2 - - - - 791 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1325 - 537 809 Mov Cap-2 Maneuver - - - - 537 - Stage 1 - - - - 809 - Stage 2 - - - - 786 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.19 12.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 559 - - 44 - HCM Lane V/C Ratio 0.093 - - 0.005 - HCM Ctrl Dly (s/v) 12.1 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Opening Year (2026) Without Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 40 142 126 479 880 76 Future Volume (veh/h) 40 142 126 479 880 76 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 43 151 134 510 936 81 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 Cap, veh/h 228 202 189 3045 2433 211 Arrive On Green 0.13 0.13 0.10 0.84 0.72 0.72 Sat Flow, veh/h 1810 1610 1810 3705 3457 291 Grp Volume(v), veh/h 43 151 134 510 503 514 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1848 Q Serve(g_s), s 2.8 11.8 9.3 3.3 13.9 13.9 Cycle Q Clear(g_c), s 2.8 11.8 9.3 3.3 13.9 13.9 Prop In Lane 1.00 1.00 1.00 0.16 Lane Grp Cap(c), veh/h 228 202 189 3045 1307 1337 V/C Ratio(X) 0.19 0.75 0.71 0.17 0.38 0.38 Avail Cap(c_a), veh/h 612 545 501 3045 1307 1337 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.97 0.97 1.00 1.00 Uniform Delay (d), s/veh 50.9 54.8 56.3 1.9 6.9 6.9 Incr Delay (d2), s/veh 0.4 5.4 4.7 0.1 0.9 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 10.5 4.5 0.9 5.3 5.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 51.3 60.2 61.1 2.0 7.7 7.7 LnGrp LOS DEEAAA Approach Vol, veh/h 194 644 1017 Approach Delay, s/veh 58.2 14.3 7.7 Approach LOS E B A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 111.7 18.3 15.6 96.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 80.0 42.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 5.3 13.8 11.3 15.9 Green Ext Time (p_c), s 3.9 0.6 0.3 7.5 Intersection Summary HCM 7th Control Delay, s/veh 15.3 HCM 7th LOS B HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Opening Year (2026) Without Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 90 230 341 110 77 237 496 396 95 778 57 Future Volume (veh/h) 25 90 230 341 110 77 237 496 396 95 778 57 Initial Q (Qb), veh 000000000000 Lane Width 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 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 27 96 245 363 117 82 252 528 421 101 828 61 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %000000000000 Cap, veh/h 249 751 335 466 975 433 399 1713 764 382 1695 756 Arrive On Green 0.07 0.21 0.21 0.13 0.27 0.27 0.11 0.47 0.47 0.11 0.47 0.47 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 27 96 245 363 117 82 252 528 421 101 828 61 Grp Sat Flow(s),veh/h/ln1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 0.8 2.3 15.0 10.5 2.6 4.1 7.2 9.5 19.6 2.8 16.6 2.2 Cycle Q Clear(g_c), s 0.8 2.3 15.0 10.5 2.6 4.1 7.2 9.5 19.6 2.8 16.6 2.2 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 249 751 335 466 975 433 399 1713 764 382 1695 756 V/C Ratio(X) 0.11 0.13 0.73 0.78 0.12 0.19 0.63 0.31 0.55 0.26 0.49 0.08 Avail Cap(c_a), veh/h 400 1592 709 466 1661 738 400 1713 764 400 1695 756 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/veh45.9 34.0 39.0 44.2 29.0 29.6 44.6 17.1 19.7 43.1 19.2 15.4 Incr Delay (d2), s/veh 0.2 0.1 3.1 8.2 0.1 0.2 3.2 0.5 2.9 0.4 1.0 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/ln0.3 1.0 6.2 5.1 1.1 1.6 3.3 4.0 7.7 1.2 7.0 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 46.1 34.0 42.1 52.4 29.1 29.8 47.8 17.5 22.6 43.5 20.3 15.6 LnGrp LOS DCDDCCDBCDCB Approach Vol, veh/h 368 562 1201 990 Approach Delay, s/veh 40.3 44.3 25.6 22.3 Approach LOSDDCC Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s13.5 52.0 16.0 23.9 14.0 51.5 9.5 30.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 47.5 12.0 44.5 10.0 47.5 10.0 46.5 Max Q Clear Time (g_c+I1), s4.8 21.6 12.5 17.0 9.2 18.6 2.8 6.1 Green Ext Time (p_c), s 0.1 5.5 0.0 1.4 0.1 6.8 0.0 1.0 Intersection Summary HCM 7th Control Delay, s/veh 29.7 HCM 7th LOS C HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Opening Year (2026) Without Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 383 7 330 271 798 0 0 972 377 Future Volume (veh/h) 0 0 0 383 7 330 271 798 0 0 972 377 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 392 0 333 274 806 0 0 982 381 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 000000000 Cap, veh/h 878 0 391 634 2623 0 0 1916 844 Arrive On Green 0.24 0.00 0.24 0.36 1.00 0.00 0.00 0.53 0.53 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1589 Grp Volume(v), veh/h 392 0 333 274 806 0 0 982 381 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1589 Q Serve(g_s), s 12.0 0.0 25.7 7.7 0.0 0.0 0.0 22.8 19.2 Cycle Q Clear(g_c), s 12.0 0.0 25.7 7.7 0.0 0.0 0.0 22.8 19.2 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 878 0 391 634 2623 0 0 1916 844 V/C Ratio(X) 0.45 0.00 0.85 0.43 0.31 0.00 0.00 0.51 0.45 Avail Cap(c_a), veh/h 1058 0 471 634 2623 0 0 1916 844 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.72 0.72 0.00 0.00 0.82 0.82 Uniform Delay (d), s/veh 41.8 0.0 47.0 36.5 0.0 0.0 0.0 19.7 18.8 Incr Delay (d2), s/veh 0.4 0.0 12.2 0.3 0.2 0.0 0.0 0.8 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 0.0 11.6 3.1 0.1 0.0 0.0 9.7 7.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 42.2 0.0 59.2 36.8 0.2 0.0 0.0 20.5 20.3 LnGrp LOS D E D A C C Approach Vol, veh/h 725 1080 1363 Approach Delay, s/veh 50.0 9.5 20.4 Approach LOS D A C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 96.5 25.5 71.0 33.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 86.0 15.0 67.0 36.0 Max Q Clear Time (g_c+I1), s 2.0 9.7 24.8 27.7 Green Ext Time (p_c), s 7.0 0.4 11.2 1.9 Intersection Summary HCM 7th Control Delay, s/veh 23.5 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Opening Year (2026) Without Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 304 3 409 0 0 0 0 766 454 348 1007 0 Future Volume (veh/h) 304 3 409 0 0 0 0 766 454 348 1007 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 458 0 261 0 782 463 355 1028 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000 000000 Cap, veh/h 727 0 323 0 1111 653 861 2774 0 Arrive On Green 0.20 0.00 0.20 0.00 0.51 0.51 0.49 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2283 1285 3510 3705 0 Grp Volume(v), veh/h 458 0 261 0 644 601 355 1028 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1669 1755 1805 0 Q Serve(g_s), s 15.1 0.0 20.1 0.0 35.5 36.0 8.4 0.0 0.0 Cycle Q Clear(g_c), s 15.1 0.0 20.1 0.0 35.5 36.0 8.4 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.77 1.00 0.00 Lane Grp Cap(c), veh/h 727 0 323 0 916 847 861 2774 0 V/C Ratio(X) 0.63 0.00 0.81 0.00 0.70 0.71 0.41 0.37 0.00 Avail Cap(c_a), veh/h 947 0 421 0 916 847 861 2774 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.89 0.89 0.00 Uniform Delay (d), s/veh47.5 0.0 49.5 0.0 24.5 24.6 27.1 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 8.6 0.0 4.5 5.0 0.3 0.3 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 %ile BackOfQ(50%),veh/ln6.9 0.0 8.9 0.0 16.0 15.2 3.2 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 48.4 0.0 58.1 0.0 29.0 29.6 27.4 0.3 0.0 LnGrp LOS D E C C C A Approach Vol, veh/h 719 1245 1383 Approach Delay, s/veh 51.9 29.3 7.3 Approach LOS D C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s33.9 68.0 28.1 101.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s22.0 64.0 32.0 90.0 Max Q Clear Time (g_c+I1), s10.4 38.0 22.1 2.0 Green Ext Time (p_c), s 1.0 10.3 2.0 10.0 Intersection Summary HCM 7th Control Delay, s/veh 25.1 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Opening Year (2026) Without Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 120 18 7 112 33 9 Future Vol, veh/h 120 18 7 112 33 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 145 22 8 135 40 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 166 0 307 155 Stage 1 - - - - 155 - Stage 2 - - - - 152 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1424 - 689 896 Stage 1 - - - - 878 - Stage 2 - - - - 881 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1424 - 685 896 Mov Cap-2 Maneuver - - - - 685 - Stage 1 - - - - 878 - Stage 2 - - - - 875 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.44 10.37 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 721 - - 106 - HCM Lane V/C Ratio 0.07 - - 0.006 - HCM Ctrl Dly (s/v) 10.4 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Opening Year (2026) Without Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 52 77 92 752 581 27 Future Volume (veh/h) 52 77 92 752 581 27 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 55 81 97 792 612 28 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000 Cap, veh/h 179 160 175 3132 2651 121 Arrive On Green 0.10 0.10 0.10 0.87 0.75 0.75 Sat Flow, veh/h 1810 1610 1810 3705 3610 161 Grp Volume(v), veh/h 55 81 97 792 314 326 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1871 Q Serve(g_s), s 3.4 5.7 6.1 4.5 6.2 6.2 Cycle Q Clear(g_c), s 3.4 5.7 6.1 4.5 6.2 6.2 Prop In Lane 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 179 160 175 3132 1361 1411 V/C Ratio(X) 0.31 0.51 0.55 0.25 0.23 0.23 Avail Cap(c_a), veh/h 618 550 498 3132 1361 1411 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.97 0.97 1.00 1.00 Uniform Delay (d), s/veh 50.2 51.3 51.7 1.3 4.4 4.4 Incr Delay (d2), s/veh 1.0 2.5 2.6 0.2 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 5.2 2.9 0.9 2.2 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 51.2 53.8 54.4 1.5 4.8 4.8 LnGrp LOS D D D A A A Approach Vol, veh/h 136 889 640 Approach Delay, s/veh 52.7 7.3 4.8 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 106.1 13.9 13.6 92.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 73.0 39.0 31.0 38.0 Max Q Clear Time (g_c+I1), s 6.5 7.7 8.1 8.2 Green Ext Time (p_c), s 6.8 0.4 0.2 4.3 Intersection Summary HCM 7th Control Delay, s/veh 10.0 HCM 7th LOS B HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Opening Year (2026) Without Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 267 242 450 230 168 239 493 623 165 429 53 Future Volume (veh/h) 60 267 242 450 230 168 239 493 623 165 429 53 Initial Q (Qb), veh 000000000000 Lane Width 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 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 64 284 257 479 245 179 254 524 663 176 456 56 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %000000000000 Cap, veh/h 297 767 342 513 989 440 834 1761 785 324 1236 551 Arrive On Green 0.08 0.21 0.21 0.15 0.27 0.27 0.16 0.33 0.33 0.09 0.34 0.34 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 64 284 257 479 245 179 254 524 663 176 456 56 Grp Sat Flow(s),veh/h/ln1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 2.2 8.7 19.5 17.5 6.9 11.8 8.3 14.1 29.6 6.2 12.4 2.4 Cycle Q Clear(g_c), s 2.2 8.7 19.5 17.5 6.9 11.8 8.3 14.1 29.6 6.2 12.4 2.4 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 297 767 342 513 989 440 834 1761 785 324 1236 551 V/C Ratio(X) 0.22 0.37 0.75 0.93 0.25 0.41 0.30 0.30 0.84 0.54 0.37 0.10 Avail Cap(c_a), veh/h 324 1291 575 513 1486 660 834 1761 785 324 1236 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.87 0.87 0.87 0.98 0.98 0.98 Uniform Delay (d), s/veh55.5 43.8 48.0 54.9 36.8 38.6 45.2 27.2 13.8 56.4 32.2 17.6 Incr Delay (d2), s/veh 0.4 0.3 3.4 24.3 0.1 0.6 0.2 0.4 9.5 1.8 0.8 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/ln1.0 4.0 8.1 9.5 3.1 4.8 3.8 6.6 13.5 2.9 5.6 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 55.8 44.1 51.3 79.2 36.9 39.2 45.3 27.5 23.4 58.2 33.0 18.0 LnGrp LOS EDDEDDDCCECB Approach Vol, veh/h 605 903 1441 688 Approach Delay, s/veh 48.4 59.8 28.8 38.2 Approach LOS D E C D Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s14.0 65.4 21.0 29.6 32.9 46.5 13.0 37.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 42.5 17.0 44.5 10.0 42.5 10.0 51.5 Max Q Clear Time (g_c+I1), s8.2 31.6 19.5 21.5 10.3 14.4 4.2 13.8 Green Ext Time (p_c), s 0.1 4.8 0.0 2.7 0.0 3.4 0.1 2.3 Intersection Summary HCM 7th Control Delay, s/veh 41.5 HCM 7th LOS D HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Opening Year (2026) Without Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 368 4 344 371 1010 0 0 746 375 Future Volume (veh/h) 0 0 0 368 4 344 371 1010 0 0 746 375 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 379 0 351 379 1031 0 0 761 383 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000 Cap, veh/h 934 0 415 1146 2567 0 0 1333 587 Arrive On Green 0.26 0.00 0.26 0.65 1.00 0.00 0.00 0.74 0.74 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1589 Grp Volume(v), veh/h 379 0 351 379 1031 0 0 761 383 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1589 Q Serve(g_s), s 11.3 0.0 26.9 6.2 0.0 0.0 0.0 12.4 15.8 Cycle Q Clear(g_c), s 11.3 0.0 26.9 6.2 0.0 0.0 0.0 12.4 15.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 934 0 415 1146 2567 0 0 1333 587 V/C Ratio(X) 0.41 0.00 0.84 0.33 0.40 0.00 0.00 0.57 0.65 Avail Cap(c_a), veh/h 1475 0 656 1146 2567 0 0 1333 587 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.73 0.73 0.00 0.00 0.86 0.86 Uniform Delay (d), s/veh 40.0 0.0 45.8 16.3 0.0 0.0 0.0 12.3 12.8 Incr Delay (d2), s/veh 0.3 0.0 5.9 0.1 0.3 0.0 0.0 1.5 4.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 0.0 11.4 2.2 0.1 0.0 0.0 3.7 4.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 40.3 0.0 51.6 16.4 0.3 0.0 0.0 13.9 17.6 LnGrp LOS D D B A B B Approach Vol, veh/h 730 1410 1144 Approach Delay, s/veh 45.7 4.7 15.1 Approach LOS D A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 94.5 44.5 50.0 35.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 71.0 21.0 46.0 51.0 Max Q Clear Time (g_c+I1), s 2.0 8.2 17.8 28.9 Green Ext Time (p_c), s 10.0 1.1 7.7 2.7 Intersection Summary HCM 7th Control Delay, s/veh 17.4 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Opening Year (2026) Without Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 397 2 326 0 0 0 0 984 375 217 897 0 Future Volume (veh/h) 397 2 326 0 0 0 0 984 375 217 897 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 504 0 220 0 994 379 219 906 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %000 000000 Cap, veh/h 650 0 289 0 1519 573 638 2850 0 Arrive On Green 0.18 0.00 0.18 0.00 0.59 0.59 0.36 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2659 967 3510 3705 0 Grp Volume(v), veh/h 504 0 220 0 697 676 219 906 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1726 1755 1805 0 Q Serve(g_s), s 17.3 0.0 16.9 0.0 33.3 34.2 5.9 0.0 0.0 Cycle Q Clear(g_c), s 17.3 0.0 16.9 0.0 33.3 34.2 5.9 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.56 1.00 0.00 Lane Grp Cap(c), veh/h 650 0 289 0 1069 1022 638 2850 0 V/C Ratio(X) 0.77 0.00 0.76 0.00 0.65 0.66 0.34 0.32 0.00 Avail Cap(c_a), veh/h 891 0 396 0 1069 1022 638 2850 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.92 0.92 0.00 Uniform Delay (d), s/veh50.8 0.0 50.7 0.0 17.6 17.8 35.7 0.0 0.0 Incr Delay (d2), s/veh 3.0 0.0 5.7 0.0 3.1 3.4 0.3 0.3 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 %ile BackOfQ(50%),veh/ln8.1 0.0 7.3 0.0 14.3 14.1 2.4 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 53.8 0.0 56.3 0.0 20.7 21.1 36.0 0.3 0.0 LnGrp LOS D E C C D A Approach Vol, veh/h 724 1373 1125 Approach Delay, s/veh 54.5 20.9 7.2 Approach LOS D C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s25.6 79.0 25.4 104.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s13.0 75.0 30.0 92.0 Max Q Clear Time (g_c+I1), s7.9 36.2 19.3 2.0 Green Ext Time (p_c), s 0.3 13.6 2.1 8.3 Intersection Summary HCM 7th Control Delay, s/veh 23.7 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Opening Year (2026) With Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 018227520703705696 Future Vol, veh/h 018227520703705696 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81 Heavy Vehicles, % 000000000000 Mvmt Flow 0225336256046067117 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 258 0 0 515 509 241 493 526 256 Stage 1 ------241241-268268- Stage 2 ------273268-225258- Critical Hdwy - - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.15.5-6.15.5- Critical Hdwy Stg 2 ------6.15.5-6.15.5- Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 1318 - 0 474 470 802 490 460 788 Stage 1 0 ----0767710-742691- Stage 2 0 ----0737691-782698- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1318 - - 455 467 802 484 457 788 Mov Cap-2 Maneuver ------455467-484457- Stage 1 ------767710-738687- Stage 2 ------714687-776698- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 0.18 13.4 12.16 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTSBLn1 Capacity (veh/h) 480 - - 42 - 529 HCM Lane V/C Ratio 0.108 - - 0.005 - 0.049 HCM Ctrl Dly (s/v) 13.4 - - 7.7 0 12.2 HCM Lane LOS B - - A A B HCM 95th %tile Q(veh) 0.4 - - 0 - 0.2 HCM 7th TWSC 2: Curtis Ave & Alley A Opening Year (2026) With Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 188 203 16 31 9 Future Vol, veh/h 5 188 203 16 31 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 5 198 214 17 33 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 231 0 - 0 431 222 Stage 1 - - - - 222 - Stage 2 - - - - 208 - Critical Hdwy 4.1 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 1349 - - - 586 822 Stage 1 - - - - 820 - Stage 2 - - - - 831 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1349 - - - 583 822 Mov Cap-2 Maneuver - - - - 583 - Stage 1 - - - - 816 - Stage 2 - - - - 831 - Approach EB WB SB HCM Ctrl Dly, s/v 0.2 0 11.19 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 47 - - - 624 HCM Lane V/C Ratio 0.004 - - - 0.067 HCM Ctrl Dly (s/v) 7.7 0 - - 11.2 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Opening Year (2026) With Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 52 166 138 479 880 80 Future Volume (veh/h) 52 166 138 479 880 80 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 55 177 147 510 936 85 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 Cap, veh/h 257 229 202 2985 2342 213 Arrive On Green 0.14 0.14 0.11 0.83 0.70 0.70 Sat Flow, veh/h 1810 1610 1810 3705 3441 304 Grp Volume(v), veh/h 55 177 147 510 505 516 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1845 Q Serve(g_s), s 3.5 13.8 10.2 3.7 15.1 15.1 Cycle Q Clear(g_c), s 3.5 13.8 10.2 3.7 15.1 15.1 Prop In Lane 1.00 1.00 1.00 0.16 Lane Grp Cap(c), veh/h 257 229 202 2985 1263 1292 V/C Ratio(X) 0.21 0.77 0.73 0.17 0.40 0.40 Avail Cap(c_a), veh/h 612 545 501 2985 1263 1292 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.97 0.97 1.00 1.00 Uniform Delay (d), s/veh 49.3 53.7 55.8 2.3 8.1 8.1 Incr Delay (d2), s/veh 0.4 5.5 4.8 0.1 0.9 0.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 12.2 4.9 1.0 5.9 6.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 49.7 59.2 60.6 2.4 9.1 9.0 LnGrp LOS DEEAAA Approach Vol, veh/h 232 657 1021 Approach Delay, s/veh 57.0 15.4 9.1 Approach LOS E B A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 109.5 20.5 16.5 93.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 80.0 42.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 5.7 15.8 12.2 17.1 Green Ext Time (p_c), s 3.9 0.7 0.4 7.4 Intersection Summary HCM 7th Control Delay, s/veh 17.1 HCM 7th LOS B HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Opening Year (2026) With Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 93 236 341 110 79 237 505 396 98 799 57 Future Volume (veh/h) 25 93 236 341 110 79 237 505 396 98 799 57 Initial Q (Qb), veh 000000000000 Lane Width 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 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 27 99 251 363 117 84 252 537 421 104 850 61 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %000000000000 Cap, veh/h 248 763 340 464 986 438 398 1703 760 382 1688 752 Arrive On Green 0.07 0.21 0.21 0.13 0.27 0.27 0.11 0.47 0.47 0.11 0.47 0.47 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 27 99 251 363 117 84 252 537 421 104 850 61 Grp Sat Flow(s),veh/h/ln1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 0.8 2.4 15.4 10.6 2.6 4.3 7.3 9.8 19.8 2.9 17.4 2.2 Cycle Q Clear(g_c), s 0.8 2.4 15.4 10.6 2.6 4.3 7.3 9.8 19.8 2.9 17.4 2.2 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 248 763 340 464 986 438 398 1703 760 382 1688 752 V/C Ratio(X) 0.11 0.13 0.74 0.78 0.12 0.19 0.63 0.32 0.55 0.27 0.50 0.08 Avail Cap(c_a), veh/h 398 1585 706 464 1654 735 398 1703 760 398 1688 752 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/veh46.1 33.8 39.0 44.5 28.9 29.5 44.8 17.3 20.0 43.3 19.6 15.6 Incr Delay (d2), s/veh 0.2 0.1 3.1 8.4 0.1 0.2 3.3 0.5 2.9 0.4 1.1 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/ln0.3 1.0 6.3 5.1 1.1 1.7 3.3 4.1 7.8 1.3 7.3 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 46.3 33.9 42.2 52.9 29.0 29.7 48.1 17.8 22.9 43.7 20.7 15.8 LnGrp LOS DCDDCCDBCDCB Approach Vol, veh/h 377 564 1210 1015 Approach Delay, s/veh 40.3 44.5 25.9 22.8 Approach LOSDDCC Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s13.5 52.0 16.0 24.4 14.0 51.5 9.5 30.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 47.5 12.0 44.5 10.0 47.5 10.0 46.5 Max Q Clear Time (g_c+I1), s4.9 21.8 12.6 17.4 9.3 19.4 2.8 6.3 Green Ext Time (p_c), s 0.1 5.6 0.0 1.5 0.1 7.0 0.0 1.0 Intersection Summary HCM 7th Control Delay, s/veh 29.9 HCM 7th LOS C HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Opening Year (2026) With Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 383 7 334 271 803 0 0 984 392 Future Volume (veh/h) 0 0 0 383 7 334 271 803 0 0 984 392 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 392 0 337 274 811 0 0 994 396 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 000000000 Cap, veh/h 886 0 394 626 2615 0 0 1916 844 Arrive On Green 0.24 0.00 0.24 0.36 1.00 0.00 0.00 0.53 0.53 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1589 Grp Volume(v), veh/h 392 0 337 274 811 0 0 994 396 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1589 Q Serve(g_s), s 11.9 0.0 26.0 7.7 0.0 0.0 0.0 23.2 20.2 Cycle Q Clear(g_c), s 11.9 0.0 26.0 7.7 0.0 0.0 0.0 23.2 20.2 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 886 0 394 626 2615 0 0 1916 844 V/C Ratio(X) 0.44 0.00 0.86 0.44 0.31 0.00 0.00 0.52 0.47 Avail Cap(c_a), veh/h 1058 0 471 626 2615 0 0 1916 844 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.72 0.72 0.00 0.00 0.81 0.81 Uniform Delay (d), s/veh 41.6 0.0 46.9 36.8 0.0 0.0 0.0 19.7 19.1 Incr Delay (d2), s/veh 0.3 0.0 12.5 0.3 0.2 0.0 0.0 0.8 1.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 0.0 11.8 3.1 0.1 0.0 0.0 9.9 7.8 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 41.9 0.0 59.4 37.2 0.2 0.0 0.0 20.6 20.6 LnGrp LOS D E D A C C Approach Vol, veh/h 729 1085 1390 Approach Delay, s/veh 50.0 9.6 20.6 Approach LOS D A C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 96.2 25.2 71.0 33.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 86.0 15.0 67.0 36.0 Max Q Clear Time (g_c+I1), s 2.0 9.7 25.2 28.0 Green Ext Time (p_c), s 7.1 0.4 11.5 1.8 Intersection Summary HCM 7th Control Delay, s/veh 23.5 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Opening Year (2026) With Project - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 309 3 409 0 0 0 0 766 454 360 1007 0 Future Volume (veh/h) 309 3 409 0 0 0 0 766 454 360 1007 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 462 0 262 0 782 463 367 1028 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000 000000 Cap, veh/h 729 0 324 0 1111 653 859 2772 0 Arrive On Green 0.20 0.00 0.20 0.00 0.51 0.51 0.49 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2283 1285 3510 3705 0 Grp Volume(v), veh/h 462 0 262 0 644 601 367 1028 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1669 1755 1805 0 Q Serve(g_s), s 15.2 0.0 20.2 0.0 35.5 36.0 8.8 0.0 0.0 Cycle Q Clear(g_c), s 15.2 0.0 20.2 0.0 35.5 36.0 8.8 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.77 1.00 0.00 Lane Grp Cap(c), veh/h 729 0 324 0 916 847 859 2772 0 V/C Ratio(X) 0.63 0.00 0.81 0.00 0.70 0.71 0.43 0.37 0.00 Avail Cap(c_a), veh/h 947 0 421 0 916 847 859 2772 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.88 0.88 0.00 Uniform Delay (d), s/veh47.5 0.0 49.5 0.0 24.5 24.6 27.3 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 8.6 0.0 4.5 5.0 0.3 0.3 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 %ile BackOfQ(50%),veh/ln7.0 0.0 8.9 0.0 16.0 15.2 3.3 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 48.4 0.0 58.1 0.0 29.0 29.6 27.6 0.3 0.0 LnGrp LOS D E C C C A Approach Vol, veh/h 724 1245 1395 Approach Delay, s/veh 51.9 29.3 7.5 Approach LOS D C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s33.8 68.0 28.2 101.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s22.0 64.0 32.0 90.0 Max Q Clear Time (g_c+I1), s10.8 38.0 22.2 2.0 Green Ext Time (p_c), s 1.0 10.3 2.0 10.0 Intersection Summary HCM 7th Control Delay, s/veh 25.1 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Opening Year (2026) With Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 013718711803309464 Future Vol, veh/h 013718711803309464 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 000000000000 Mvmt Flow 0 165 22 8 142 0 40 0 11 5 7 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 187 0 0 339 335 176 324 346 142 Stage 1 ------176176-159159- Stage 2 ------163159-165187- Critical Hdwy - - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.15.5-6.15.5- Critical Hdwy Stg 2 ------6.15.5-6.15.5- Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 1400 - 0 619 589 872 633 581 911 Stage 1 0 ----0831757-848770- Stage 2 0 ----0844770-842749- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1400 - - 604 585 872 621 577 911 Mov Cap-2 Maneuver ------604585-621577- Stage 1 ------831757-842765- Stage 2 ------826765-831749- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 0.42 11.04 10.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTSBLn1 Capacity (veh/h) 647 - - 101 - 659 HCM Lane V/C Ratio 0.078 - - 0.006 - 0.026 HCM Ctrl Dly (s/v) 11 - - 7.6 0 10.6 HCM Lane LOS B - - A A B HCM 95th %tile Q(veh) 0.3 - - 0 - 0.1 HCM 7th TWSC 2: Curtis Ave & Alley A Opening Year (2026) With Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 17 133 119 51 20 6 Future Vol, veh/h 17 133 119 51 20 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 18 140 125 54 21 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 179 0 - 0 328 152 Stage 1 - - - - 152 - Stage 2 - - - - 176 - Critical Hdwy 4.1 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 1409 - - - 671 899 Stage 1 - - - - 881 - Stage 2 - - - - 860 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1409 - - - 661 899 Mov Cap-2 Maneuver - - - - 661 - Stage 1 - - - - 869 - Stage 2 - - - - 860 - Approach EB WB SB HCM Ctrl Dly, s/v 0.86 0 10.32 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 204 - - - 704 HCM Lane V/C Ratio 0.013 - - - 0.039 HCM Ctrl Dly (s/v) 7.6 0 - - 10.3 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Opening Year (2026) With Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 60 93 129 752 581 41 Future Volume (veh/h) 60 93 129 752 581 41 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 63 98 136 792 612 43 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000 Cap, veh/h 180 160 195 3130 2542 178 Arrive On Green 0.10 0.10 0.11 0.87 0.74 0.74 Sat Flow, veh/h 1810 1610 1810 3705 3517 240 Grp Volume(v), veh/h 63 98 136 792 322 333 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1857 Q Serve(g_s), s 3.9 7.0 8.7 4.5 6.7 6.7 Cycle Q Clear(g_c), s 3.9 7.0 8.7 4.5 6.7 6.7 Prop In Lane 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 180 160 195 3130 1341 1379 V/C Ratio(X) 0.35 0.61 0.70 0.25 0.24 0.24 Avail Cap(c_a), veh/h 618 550 498 3130 1341 1379 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.96 0.96 1.00 1.00 Uniform Delay (d), s/veh 50.4 51.8 51.7 1.4 4.8 4.8 Incr Delay (d2), s/veh 1.2 3.7 4.3 0.2 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 6.4 4.2 0.9 2.4 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 51.6 55.5 56.0 1.5 5.3 5.2 LnGrp LOS DEEAAA Approach Vol, veh/h 161 928 655 Approach Delay, s/veh 54.0 9.5 5.3 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 106.0 14.0 14.9 91.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 73.0 39.0 31.0 38.0 Max Q Clear Time (g_c+I1), s 6.5 9.0 10.7 8.7 Green Ext Time (p_c), s 6.8 0.5 0.3 4.4 Intersection Summary HCM 7th Control Delay, s/veh 12.0 HCM 7th LOS B HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Opening Year (2026) With Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 269 246 450 230 175 239 524 623 167 443 53 Future Volume (veh/h) 60 269 246 450 230 175 239 524 623 167 443 53 Initial Q (Qb), veh 000000000000 Lane Width 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 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 64 286 262 479 245 186 254 557 663 178 471 56 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %000000000000 Cap, veh/h 297 777 346 513 999 444 824 1750 781 324 1236 551 Arrive On Green 0.08 0.22 0.22 0.15 0.28 0.28 0.16 0.32 0.32 0.09 0.34 0.34 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 64 286 262 479 245 186 254 557 663 178 471 56 Grp Sat Flow(s),veh/h/ln1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 2.2 8.8 19.9 17.5 6.8 12.3 8.3 15.1 29.8 6.3 12.8 2.4 Cycle Q Clear(g_c), s 2.2 8.8 19.9 17.5 6.8 12.3 8.3 15.1 29.8 6.3 12.8 2.4 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 297 777 346 513 999 444 824 1750 781 324 1236 551 V/C Ratio(X) 0.22 0.37 0.76 0.93 0.25 0.42 0.31 0.32 0.85 0.55 0.38 0.10 Avail Cap(c_a), veh/h 324 1291 575 513 1486 660 824 1750 781 324 1236 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.86 0.86 0.97 0.97 0.97 Uniform Delay (d), s/veh55.5 43.5 47.8 54.9 36.5 38.5 45.4 27.7 14.1 56.4 32.3 17.6 Incr Delay (d2), s/veh 0.4 0.3 3.4 24.3 0.1 0.6 0.2 0.4 9.8 1.9 0.9 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/ln1.0 4.0 8.3 9.5 3.1 5.0 3.8 7.1 13.7 2.9 5.8 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 55.8 43.8 51.2 79.2 36.6 39.1 45.6 28.1 23.8 58.3 33.2 18.0 LnGrp LOS EDDEDDDCCECB Approach Vol, veh/h 612 910 1474 705 Approach Delay, s/veh 48.2 59.5 29.2 38.3 Approach LOS D E C D Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s14.0 65.0 21.0 30.0 32.5 46.5 13.0 38.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 42.5 17.0 44.5 10.0 42.5 10.0 51.5 Max Q Clear Time (g_c+I1), s8.3 31.8 19.5 21.9 10.3 14.8 4.2 14.3 Green Ext Time (p_c), s 0.1 4.9 0.0 2.8 0.0 3.5 0.1 2.3 Intersection Summary HCM 7th Control Delay, s/veh 41.5 HCM 7th LOS D HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Opening Year (2026) With Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 368 4 358 371 1027 0 0 754 385 Future Volume (veh/h) 0 0 0 368 4 358 371 1027 0 0 754 385 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 379 0 365 379 1048 0 0 769 393 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000 Cap, veh/h 965 0 429 1117 2537 0 0 1333 587 Arrive On Green 0.27 0.00 0.27 0.64 1.00 0.00 0.00 0.74 0.74 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1589 Grp Volume(v), veh/h 379 0 365 379 1048 0 0 769 393 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1589 Q Serve(g_s), s 11.2 0.0 28.0 6.5 0.0 0.0 0.0 12.6 16.6 Cycle Q Clear(g_c), s 11.2 0.0 28.0 6.5 0.0 0.0 0.0 12.6 16.6 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 965 0 429 1117 2537 0 0 1333 587 V/C Ratio(X) 0.39 0.00 0.85 0.34 0.41 0.00 0.00 0.58 0.67 Avail Cap(c_a), veh/h 1475 0 656 1117 2537 0 0 1333 587 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.73 0.73 0.00 0.00 0.86 0.86 Uniform Delay (d), s/veh 39.1 0.0 45.2 17.3 0.0 0.0 0.0 12.4 12.9 Incr Delay (d2), s/veh 0.3 0.0 6.6 0.1 0.4 0.0 0.0 1.6 5.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 0.0 11.9 2.4 0.1 0.0 0.0 3.8 4.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 39.3 0.0 51.8 17.4 0.4 0.0 0.0 13.9 18.1 LnGrp LOS D D B A B B Approach Vol, veh/h 744 1427 1162 Approach Delay, s/veh 45.5 4.9 15.3 Approach LOS D A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 93.4 43.4 50.0 36.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 71.0 21.0 46.0 51.0 Max Q Clear Time (g_c+I1), s 2.0 8.5 18.6 30.0 Green Ext Time (p_c), s 10.3 1.1 7.8 2.7 Intersection Summary HCM 7th Control Delay, s/veh 17.6 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Opening Year (2026) With Project - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 414 2 326 0 0 0 0 984 375 225 897 0 Future Volume (veh/h) 414 2 326 0 0 0 0 984 375 225 897 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 521 0 220 0 994 379 227 906 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %000 000000 Cap, veh/h 667 0 297 0 1519 573 623 2834 0 Arrive On Green 0.18 0.00 0.18 0.00 0.59 0.59 0.35 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2659 967 3510 3705 0 Grp Volume(v), veh/h 521 0 220 0 697 676 227 906 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1726 1755 1805 0 Q Serve(g_s), s 17.8 0.0 16.8 0.0 33.3 34.2 6.2 0.0 0.0 Cycle Q Clear(g_c), s 17.8 0.0 16.8 0.0 33.3 34.2 6.2 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.56 1.00 0.00 Lane Grp Cap(c), veh/h 667 0 297 0 1069 1022 623 2834 0 V/C Ratio(X) 0.78 0.00 0.74 0.00 0.65 0.66 0.36 0.32 0.00 Avail Cap(c_a), veh/h 891 0 396 0 1069 1022 623 2834 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.91 0.91 0.00 Uniform Delay (d), s/veh50.5 0.0 50.1 0.0 17.6 17.8 36.5 0.0 0.0 Incr Delay (d2), s/veh 3.3 0.0 5.1 0.0 3.1 3.4 0.3 0.3 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 %ile BackOfQ(50%),veh/ln8.4 0.0 7.2 0.0 14.3 14.1 2.5 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 53.8 0.0 55.2 0.0 20.7 21.1 36.8 0.3 0.0 LnGrp LOS D E C C D A Approach Vol, veh/h 741 1373 1133 Approach Delay, s/veh 54.2 20.9 7.6 Approach LOS D C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s25.1 79.0 25.9 104.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s13.0 75.0 30.0 92.0 Max Q Clear Time (g_c+I1), s8.2 36.2 19.8 2.0 Green Ext Time (p_c), s 0.3 13.6 2.1 8.3 Intersection Summary HCM 7th Control Delay, s/veh 23.9 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Future Year (2050) NP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 185 27 5 207 37 5 Future Vol, veh/h 185 27 5 207 37 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 195 28 5 218 39 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 223 0 437 209 Stage 1 - - - - 209 - Stage 2 - - - - 228 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1358 - 580 836 Stage 1 - - - - 831 - Stage 2 - - - - 814 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1358 - 578 836 Mov Cap-2 Maneuver - - - - 578 - Stage 1 - - - - 831 - Stage 2 - - - - 811 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.18 11.48 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 600 - - 42 - HCM Lane V/C Ratio 0.074 - - 0.004 - HCM Ctrl Dly (s/v) 11.5 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Future Year (2050) NP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 42 148 132 640 1471 80 Future Volume (veh/h) 42 148 132 640 1471 80 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 44 156 139 674 1548 84 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000 Cap, veh/h 233 208 194 3034 2500 135 Arrive On Green 0.13 0.13 0.11 0.84 0.72 0.72 Sat Flow, veh/h 1810 1610 1810 3705 3578 188 Grp Volume(v), veh/h 44 156 139 674 799 833 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1866 Q Serve(g_s), s 2.8 12.1 9.7 4.8 29.1 29.6 Cycle Q Clear(g_c), s 2.8 12.1 9.7 4.8 29.1 29.6 Prop In Lane 1.00 1.00 1.00 0.10 Lane Grp Cap(c), veh/h 233 208 194 3034 1296 1340 V/C Ratio(X) 0.19 0.75 0.72 0.22 0.62 0.62 Avail Cap(c_a), veh/h 612 545 501 3034 1296 1340 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.95 0.95 1.00 1.00 Uniform Delay (d), s/veh 50.6 54.6 56.1 2.0 9.3 9.3 Incr Delay (d2), s/veh 0.4 5.4 4.7 0.2 2.2 2.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 10.8 4.7 1.3 11.2 11.8 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 50.9 60.0 60.8 2.2 11.5 11.5 LnGrp LOS DEEABB Approach Vol, veh/h 200 813 1632 Approach Delay, s/veh 58.0 12.2 11.5 Approach LOS E B B Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 111.2 18.8 15.9 95.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 80.0 42.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 6.8 14.1 11.7 31.6 Green Ext Time (p_c), s 5.5 0.6 0.3 7.6 Intersection Summary HCM 7th Control Delay, s/veh 15.2 HCM 7th LOS B HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Future Year (2050) NP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 95 240 357 116 89 248 639 414 125 1312 84 Future Volume (veh/h) 31 95 240 357 116 89 248 639 414 125 1312 84 Initial Q (Qb), veh 000000000000 Lane Width 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 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 33 100 253 376 122 94 261 673 436 132 1381 88 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 272 767 342 463 964 429 397 1692 755 390 1685 751 Arrive On Green 0.08 0.21 0.21 0.13 0.27 0.27 0.11 0.47 0.47 0.11 0.47 0.47 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 33 100 253 376 122 94 261 673 436 132 1381 88 Grp Sat Flow(s),veh/h/ln1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 0.9 2.4 15.6 11.0 2.7 4.8 7.6 12.9 20.9 3.7 35.0 3.3 Cycle Q Clear(g_c), s 0.9 2.4 15.6 11.0 2.7 4.8 7.6 12.9 20.9 3.7 35.0 3.3 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 272 767 342 463 964 429 397 1692 755 390 1685 751 V/C Ratio(X) 0.12 0.13 0.74 0.81 0.13 0.22 0.66 0.40 0.58 0.34 0.82 0.12 Avail Cap(c_a), veh/h 397 1583 705 463 1651 734 397 1692 755 397 1685 751 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/veh45.5 33.8 39.0 44.7 29.5 30.2 45.1 18.4 20.5 43.5 24.4 15.9 Incr Delay (d2), s/veh 0.2 0.1 3.2 10.5 0.1 0.3 3.9 0.7 3.2 0.5 4.6 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/ln0.4 1.1 6.4 5.5 1.2 1.9 3.5 5.4 8.3 1.6 15.4 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 45.7 33.9 42.2 55.2 29.5 30.5 49.0 19.1 23.7 44.0 29.0 16.3 LnGrp LOS DCDECCDBCDCB Approach Vol, veh/h 386 592 1370 1601 Approach Delay, s/veh 40.3 46.0 26.3 29.5 Approach LOSDDCC Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s13.8 51.7 16.0 24.5 14.0 51.5 10.2 30.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 47.5 12.0 44.5 10.0 47.5 10.0 46.5 Max Q Clear Time (g_c+I1), s5.7 22.9 13.0 17.6 9.6 37.0 2.9 6.8 Green Ext Time (p_c), s 0.1 6.8 0.0 1.5 0.0 7.0 0.0 1.1 Intersection Summary HCM 7th Control Delay, s/veh 31.9 HCM 7th LOS C HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Future Year (2050) NP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 509 10 402 284 899 0 0 1373 536 Future Volume (veh/h) 0 0 0 509 10 402 284 899 0 0 1373 536 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 521 0 406 287 908 0 0 1387 541 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 000000000 Cap, veh/h 1017 0 452 499 2485 0 0 1916 844 Arrive On Green 0.28 0.00 0.28 0.28 1.00 0.00 0.00 0.53 0.53 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1589 Grp Volume(v), veh/h 521 0 406 287 908 0 0 1387 541 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1589 Q Serve(g_s), s 15.7 0.0 31.5 9.1 0.0 0.0 0.0 38.1 31.5 Cycle Q Clear(g_c), s 15.7 0.0 31.5 9.1 0.0 0.0 0.0 38.1 31.5 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 1017 0 452 499 2485 0 0 1916 844 V/C Ratio(X) 0.51 0.00 0.90 0.58 0.37 0.00 0.00 0.72 0.64 Avail Cap(c_a), veh/h 1058 0 471 499 2485 0 0 1916 844 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.52 0.52 0.00 0.00 0.58 0.58 Uniform Delay (d), s/veh 39.3 0.0 44.9 43.2 0.0 0.0 0.0 23.2 21.7 Incr Delay (d2), s/veh 0.4 0.0 19.3 0.8 0.2 0.0 0.0 1.4 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 %ile BackOfQ(50%),veh/ln 7.1 0.0 15.0 3.7 0.1 0.0 0.0 16.2 12.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 39.7 0.0 64.2 44.0 0.2 0.0 0.0 24.7 23.9 LnGrp LOS D E D A C C Approach Vol, veh/h 927 1195 1928 Approach Delay, s/veh 50.4 10.7 24.4 Approach LOS D B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 91.5 20.5 71.0 38.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 86.0 15.0 67.0 36.0 Max Q Clear Time (g_c+I1), s 2.0 11.1 40.1 33.5 Green Ext Time (p_c), s 8.3 0.4 15.5 1.0 Intersection Summary HCM 7th Control Delay, s/veh 26.3 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Future Year (2050) NP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 336 3 480 0 0 0 0 846 520 450 1432 0 Future Volume (veh/h) 336 3 480 0 0 0 0 846 520 450 1432 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 520 0 303 0 863 531 459 1461 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000 000000 Cap, veh/h 814 0 362 0 999 603 939 2687 0 Arrive On Green 0.22 0.00 0.22 0.00 0.46 0.46 0.53 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2259 1306 3510 3705 0 Grp Volume(v), veh/h 520 0 303 0 717 677 459 1461 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1665 1755 1805 0 Q Serve(g_s), s 16.9 0.0 23.4 0.0 46.1 48.0 10.7 0.0 0.0 Cycle Q Clear(g_c), s 16.9 0.0 23.4 0.0 46.1 48.0 10.7 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.78 1.00 0.00 Lane Grp Cap(c), veh/h 814 0 362 0 833 768 939 2687 0 V/C Ratio(X) 0.64 0.00 0.84 0.00 0.86 0.88 0.49 0.54 0.00 Avail Cap(c_a), veh/h 947 0 421 0 833 768 939 2687 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.71 0.71 0.00 Uniform Delay (d), s/veh45.6 0.0 48.1 0.0 31.3 31.8 24.6 0.0 0.0 Incr Delay (d2), s/veh 1.1 0.0 12.3 0.0 11.3 13.8 0.3 0.6 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 %ile BackOfQ(50%),veh/ln7.7 0.0 10.6 0.0 22.3 21.8 3.8 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 46.8 0.0 60.4 0.0 42.6 45.6 24.9 0.6 0.0 LnGrp LOS D E D D C A Approach Vol, veh/h 823 1394 1920 Approach Delay, s/veh 51.8 44.0 6.4 Approach LOS D D A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s36.8 62.0 31.2 98.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s28.0 58.0 32.0 90.0 Max Q Clear Time (g_c+I1), s12.7 50.0 25.4 2.0 Green Ext Time (p_c), s 1.5 5.5 1.9 19.0 Intersection Summary HCM 7th Control Delay, s/veh 28.1 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Future Year (2050) NP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 126 18 7 118 33 9 Future Vol, veh/h 126 18 7 118 33 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 133 19 7 124 35 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 152 0 281 142 Stage 1 - - - - 142 - Stage 2 - - - - 139 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1442 - 713 911 Stage 1 - - - - 890 - Stage 2 - - - - 893 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1442 - 709 911 Mov Cap-2 Maneuver - - - - 709 - Stage 1 - - - - 890 - Stage 2 - - - - 888 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.42 10.14 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 745 - - 101 - HCM Lane V/C Ratio 0.059 - - 0.005 - HCM Ctrl Dly (s/v) 10.1 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Future Year (2050) NP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 55 81 97 1280 780 28 Future Volume (veh/h) 55 81 97 1280 780 28 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 58 85 102 1347 821 29 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000 Cap, veh/h 166 148 164 3167 2744 97 Arrive On Green 0.09 0.09 0.12 1.00 0.77 0.77 Sat Flow, veh/h 1810 1610 1810 3705 3652 126 Grp Volume(v), veh/h 58 85 102 1347 417 433 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1877 Q Serve(g_s), s 3.9 6.6 7.0 0.0 8.9 8.9 Cycle Q Clear(g_c), s 3.9 6.6 7.0 0.0 8.9 8.9 Prop In Lane 1.00 1.00 1.00 0.07 Lane Grp Cap(c), veh/h 166 148 164 3167 1393 1449 V/C Ratio(X) 0.35 0.57 0.62 0.43 0.30 0.30 Avail Cap(c_a), veh/h 612 545 501 3167 1393 1449 HCM Platoon Ratio 1.00 1.00 1.33 1.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.83 0.83 1.00 1.00 Uniform Delay (d), s/veh 55.4 56.6 55.1 0.0 4.4 4.4 Incr Delay (d2), s/veh 1.2 3.5 3.2 0.3 0.6 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 6.0 3.3 0.2 3.1 3.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 56.6 60.1 58.3 0.3 5.0 4.9 LnGrp LOS EEEAAA Approach Vol, veh/h 143 1449 850 Approach Delay, s/veh 58.7 4.4 4.9 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 116.1 13.9 13.7 102.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 80.0 42.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 2.0 8.6 9.0 10.9 Green Ext Time (p_c), s 16.0 0.4 0.2 6.2 Intersection Summary HCM 7th Control Delay, s/veh 7.8 HCM 7th LOS A HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Future Year (2050) NP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 107 279 253 470 240 227 257 919 652 189 578 74 Future Volume (veh/h) 107 279 253 470 240 227 257 919 652 189 578 74 Initial Q (Qb), veh 000000000000 Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 0.99 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 113 294 266 495 253 239 271 967 686 199 608 78 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 319 807 357 446 936 418 863 1790 797 324 1236 551 Arrive On Green 0.09 0.22 0.22 0.13 0.26 0.26 0.25 0.50 0.50 0.06 0.23 0.23 Sat Flow, veh/h 3510 3610 1597 3510 3610 1610 3510 3610 1608 3510 3610 1610 Grp Volume(v), veh/h 113 294 266 495 253 239 271 967 686 199 608 78 Grp Sat Flow(s),veh/h/ln1755 1805 1597 1755 1805 1610 1755 1805 1608 1755 1805 1610 Q Serve(g_s), s 3.9 9.0 20.2 16.5 7.3 16.8 8.2 24.0 30.5 7.2 19.0 3.9 Cycle Q Clear(g_c), s 3.9 9.0 20.2 16.5 7.3 16.8 8.2 24.0 30.5 7.2 19.0 3.9 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 319 807 357 446 936 418 863 1790 797 324 1236 551 V/C Ratio(X) 0.35 0.36 0.75 1.11 0.27 0.57 0.31 0.54 0.86 0.61 0.49 0.14 Avail Cap(c_a), veh/h 324 1361 602 446 1486 663 863 1790 797 324 1236 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.70 0.70 0.70 0.96 0.96 0.96 Uniform Delay (d), s/veh55.5 42.7 47.0 56.8 38.3 41.9 40.1 22.6 11.3 58.7 40.3 20.6 Incr Delay (d2), s/veh 0.7 0.3 3.1 76.4 0.2 1.2 0.1 0.8 8.6 3.3 1.3 0.5 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/ln1.8 4.1 8.3 12.0 3.3 6.8 3.6 10.3 12.1 3.4 9.1 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 56.2 42.9 50.1 133.1 38.5 43.1 40.2 23.4 19.9 62.0 41.6 21.1 LnGrp LOS EDDFDDDCBEDC Approach Vol, veh/h 673 987 1924 885 Approach Delay, s/veh 48.0 87.1 24.5 44.4 Approach LOS D F C D Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s14.0 66.5 18.5 31.0 34.0 46.5 13.8 35.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 42.5 14.5 47.0 10.0 42.5 10.0 51.5 Max Q Clear Time (g_c+I1), s9.2 32.5 18.5 22.2 10.2 21.0 5.9 18.8 Green Ext Time (p_c), s 0.1 6.4 0.0 2.9 0.0 4.5 0.1 2.6 Intersection Summary HCM 7th Control Delay, s/veh 45.8 HCM 7th LOS D HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Future Year (2050) NP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 389 4 454 407 1375 0 0 866 436 Future Volume (veh/h) 0 0 0 389 4 454 407 1375 0 0 866 436 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 400 0 463 415 1403 0 0 884 445 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000 Cap, veh/h 1177 0 524 911 2325 0 0 1333 594 Arrive On Green 0.33 0.00 0.33 0.52 1.00 0.00 0.00 0.37 0.37 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1609 Grp Volume(v), veh/h 400 0 463 415 1403 0 0 884 445 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1609 Q Serve(g_s), s 10.9 0.0 35.4 9.7 0.0 0.0 0.0 26.6 31.4 Cycle Q Clear(g_c), s 10.9 0.0 35.4 9.7 0.0 0.0 0.0 26.6 31.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 1177 0 524 911 2325 0 0 1333 594 V/C Ratio(X) 0.34 0.00 0.88 0.46 0.60 0.00 0.00 0.66 0.75 Avail Cap(c_a), veh/h 1475 0 656 911 2325 0 0 1333 594 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.41 0.41 0.00 0.00 0.86 0.86 Uniform Delay (d), s/veh 33.3 0.0 41.6 25.5 0.0 0.0 0.0 34.2 35.7 Incr Delay (d2), s/veh 0.2 0.0 11.6 0.1 0.5 0.0 0.0 2.3 7.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 0.0 15.7 3.5 0.2 0.0 0.0 12.1 13.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 33.5 0.0 53.1 25.6 0.5 0.0 0.0 36.5 43.1 LnGrp LOS C D C A D D Approach Vol, veh/h 863 1818 1329 Approach Delay, s/veh 44.0 6.2 38.7 Approach LOS D A D Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 85.7 35.7 50.0 44.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 71.0 21.0 46.0 51.0 Max Q Clear Time (g_c+I1), s 2.0 11.7 33.4 37.4 Green Ext Time (p_c), s 17.1 1.1 6.3 2.9 Intersection Summary HCM 7th Control Delay, s/veh 25.1 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Future Year (2050) NP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 445 2 382 0 0 0 0 1338 467 243 1012 0 Future Volume (veh/h) 445 2 382 0 0 0 0 1338 467 243 1012 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 594 0 269 0 1408 492 256 1065 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000 000000 Cap, veh/h 746 0 332 0 1618 536 492 2755 0 Arrive On Green 0.21 0.00 0.21 0.00 0.61 0.61 0.28 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2758 883 3510 3705 0 Grp Volume(v), veh/h 594 0 269 0 930 970 256 1065 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1741 1755 1805 0 Q Serve(g_s), s 20.3 0.0 20.7 0.0 54.2 64.2 8.0 0.0 0.0 Cycle Q Clear(g_c), s 20.3 0.0 20.7 0.0 54.2 64.2 8.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.51 1.00 0.00 Lane Grp Cap(c), veh/h 746 0 332 0 1097 1058 492 2755 0 V/C Ratio(X) 0.80 0.00 0.81 0.00 0.85 0.92 0.52 0.39 0.00 Avail Cap(c_a), veh/h 891 0 396 0 1097 1058 492 2755 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.84 0.84 0.00 Uniform Delay (d), s/veh49.0 0.0 49.2 0.0 20.6 22.6 43.1 0.0 0.0 Incr Delay (d2), s/veh 4.3 0.0 10.3 0.0 8.2 13.8 0.8 0.3 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 %ile BackOfQ(50%),veh/ln9.6 0.0 9.3 0.0 24.1 28.8 3.3 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 53.3 0.0 59.5 0.0 28.8 36.4 43.9 0.3 0.0 LnGrp LOS D E C D D A Approach Vol, veh/h 863 1900 1321 Approach Delay, s/veh 55.2 32.6 8.8 Approach LOS E C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s20.2 81.0 28.8 101.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s11.0 77.0 30.0 92.0 Max Q Clear Time (g_c+I1), s10.0 66.2 22.7 2.0 Green Ext Time (p_c), s 0.1 8.9 2.1 10.6 Intersection Summary HCM 7th Control Delay, s/veh 29.7 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Future Year (2050) WP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 019027521603705696 Future Vol, veh/h 019027521603705696 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 000000000000 Mvmt Flow 020028522703905696 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 228 0 0 457 452 214 438 466 227 Stage 1 ------214214-238238- Stage 2 ------243238-200228- Critical Hdwy - - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.15.5-6.15.5- Critical Hdwy Stg 2 ------6.15.5-6.15.5- Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 1352 - 0 517 506 831 533 497 817 Stage 1 0 ----0793729-770712- Stage 2 0 ----0765712-806719- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1352 - - 501 504 831 527 495 817 Mov Cap-2 Maneuver ------501504-527495- Stage 1 ------793729-766709- Stage 2 ------746709-801719- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 0.17 12.47 11.59 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTSBLn1 Capacity (veh/h) 526 - - 41 - 569 HCM Lane V/C Ratio 0.084 - - 0.004 - 0.039 HCM Ctrl Dly (s/v) 12.5 - - 7.7 0 11.6 HCM Lane LOS B - - A A B HCM 95th %tile Q(veh) 0.3 - - 0 - 0.1 HCM 7th TWSC 2: Curtis Ave & Alley A Future Year (2050) WP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 196 212 16 31 9 Future Vol, veh/h 5 196 212 16 31 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 5 206 223 17 33 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 240 0 - 0 448 232 Stage 1 - - - - 232 - Stage 2 - - - - 217 - Critical Hdwy 4.1 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 1339 - - - 572 813 Stage 1 - - - - 812 - Stage 2 - - - - 824 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1339 - - - 569 813 Mov Cap-2 Maneuver - - - - 569 - Stage 1 - - - - 808 - Stage 2 - - - - 824 - Approach EB WB SB HCM Ctrl Dly, s/v 0.19 0 11.33 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 45 - - - 610 HCM Lane V/C Ratio 0.004 - - - 0.069 HCM Ctrl Dly (s/v) 7.7 0 - - 11.3 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Future Year (2050) WP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 54 172 144 640 1471 84 Future Volume (veh/h) 54 172 144 640 1471 84 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 57 181 152 674 1548 88 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000 Cap, veh/h 262 233 207 2976 2412 137 Arrive On Green 0.14 0.14 0.11 0.82 0.69 0.69 Sat Flow, veh/h 1810 1610 1810 3705 3568 197 Grp Volume(v), veh/h 57 181 152 674 801 835 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1865 Q Serve(g_s), s 3.6 14.1 10.6 5.2 31.7 32.2 Cycle Q Clear(g_c), s 3.6 14.1 10.6 5.2 31.7 32.2 Prop In Lane 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 262 233 207 2976 1254 1295 V/C Ratio(X) 0.22 0.78 0.73 0.23 0.64 0.64 Avail Cap(c_a), veh/h 612 545 501 2976 1254 1295 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.95 0.95 1.00 1.00 Uniform Delay (d), s/veh 49.1 53.6 55.6 2.5 10.9 11.0 Incr Delay (d2), s/veh 0.4 5.5 4.7 0.2 2.5 2.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 12.5 5.1 1.5 12.6 13.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 49.5 59.1 60.4 2.6 13.4 13.5 LnGrp LOS DEEABB Approach Vol, veh/h 238 826 1636 Approach Delay, s/veh 56.8 13.3 13.4 Approach LOS E B B Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 109.2 20.8 16.9 92.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 80.0 42.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 7.2 16.1 12.6 34.2 Green Ext Time (p_c), s 5.5 0.7 0.4 6.0 Intersection Summary HCM 7th Control Delay, s/veh 17.2 HCM 7th LOS B HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Future Year (2050) WP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 98 246 357 116 91 248 648 414 128 1333 84 Future Volume (veh/h) 31 98 246 357 116 91 248 648 414 128 1333 84 Initial Q (Qb), veh 000000000000 Lane Width 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 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 33 103 259 376 122 96 261 682 436 135 1403 88 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 271 780 347 461 975 433 395 1684 751 389 1678 748 Arrive On Green 0.08 0.22 0.22 0.13 0.27 0.27 0.11 0.47 0.47 0.11 0.46 0.46 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 33 103 259 376 122 96 261 682 436 135 1403 88 Grp Sat Flow(s),veh/h/ln1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 0.9 2.5 16.0 11.1 2.7 4.9 7.6 13.2 21.1 3.8 36.2 3.3 Cycle Q Clear(g_c), s 0.9 2.5 16.0 11.1 2.7 4.9 7.6 13.2 21.1 3.8 36.2 3.3 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 271 780 347 461 975 433 395 1684 751 389 1678 748 V/C Ratio(X) 0.12 0.13 0.75 0.81 0.13 0.22 0.66 0.40 0.58 0.35 0.84 0.12 Avail Cap(c_a), veh/h 396 1576 702 461 1644 731 396 1684 751 396 1678 748 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/veh45.8 33.7 39.0 45.0 29.4 30.2 45.3 18.7 20.8 43.8 24.9 16.1 Incr Delay (d2), s/veh 0.2 0.1 3.2 10.8 0.1 0.3 4.0 0.7 3.3 0.5 5.1 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/ln0.4 1.1 6.6 5.5 1.2 1.9 3.5 5.6 8.4 1.7 16.0 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 46.0 33.8 42.2 55.8 29.4 30.4 49.3 19.4 24.0 44.3 30.1 16.5 LnGrp LOS DCDECCDBCDCB Approach Vol, veh/h 395 594 1379 1626 Approach Delay, s/veh 40.3 46.3 26.5 30.5 Approach LOSDDCC Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s13.8 51.7 16.0 25.0 14.0 51.5 10.2 30.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 47.5 12.0 44.5 10.0 47.5 10.0 46.5 Max Q Clear Time (g_c+I1), s5.8 23.1 13.1 18.0 9.6 38.2 2.9 6.9 Green Ext Time (p_c), s 0.1 6.9 0.0 1.5 0.0 6.4 0.0 1.1 Intersection Summary HCM 7th Control Delay, s/veh 32.4 HCM 7th LOS C HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Future Year (2050) WP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 509 10 406 284 904 0 0 1385 551 Future Volume (veh/h) 0 0 0 509 10 406 284 904 0 0 1385 551 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 521 0 410 287 913 0 0 1399 557 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 000000000 Cap, veh/h 1023 0 455 493 2478 0 0 1916 844 Arrive On Green 0.28 0.00 0.28 0.28 1.00 0.00 0.00 0.53 0.53 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1589 Grp Volume(v), veh/h 521 0 410 287 913 0 0 1399 557 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1589 Q Serve(g_s), s 15.7 0.0 31.9 9.1 0.0 0.0 0.0 38.6 32.9 Cycle Q Clear(g_c), s 15.7 0.0 31.9 9.1 0.0 0.0 0.0 38.6 32.9 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 1023 0 455 493 2478 0 0 1916 844 V/C Ratio(X) 0.51 0.00 0.90 0.58 0.37 0.00 0.00 0.73 0.66 Avail Cap(c_a), veh/h 1058 0 471 493 2478 0 0 1916 844 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.52 0.52 0.00 0.00 0.57 0.57 Uniform Delay (d), s/veh 39.1 0.0 44.9 43.5 0.0 0.0 0.0 23.4 22.0 Incr Delay (d2), s/veh 0.4 0.0 19.8 0.9 0.2 0.0 0.0 1.4 2.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 0.0 15.2 3.7 0.1 0.0 0.0 16.4 12.6 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 39.5 0.0 64.7 44.4 0.2 0.0 0.0 24.8 24.4 LnGrp LOS D E D A C C Approach Vol, veh/h 931 1200 1956 Approach Delay, s/veh 50.6 10.8 24.7 Approach LOS D B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 91.2 20.2 71.0 38.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 86.0 15.0 67.0 36.0 Max Q Clear Time (g_c+I1), s 2.0 11.1 40.6 33.9 Green Ext Time (p_c), s 8.4 0.4 15.5 0.9 Intersection Summary HCM 7th Control Delay, s/veh 26.5 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Future Year (2050) WP - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 341 3 480 0 0 0 0 846 520 462 1432 0 Future Volume (veh/h) 341 3 480 0 0 0 0 846 520 462 1432 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 524 0 304 0 863 531 471 1461 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %000 000000 Cap, veh/h 816 0 363 0 999 603 937 2685 0 Arrive On Green 0.23 0.00 0.23 0.00 0.46 0.46 0.53 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2259 1306 3510 3705 0 Grp Volume(v), veh/h 524 0 304 0 717 677 471 1461 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1665 1755 1805 0 Q Serve(g_s), s 17.0 0.0 23.4 0.0 46.1 48.0 11.1 0.0 0.0 Cycle Q Clear(g_c), s 17.0 0.0 23.4 0.0 46.1 48.0 11.1 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.78 1.00 0.00 Lane Grp Cap(c), veh/h 816 0 363 0 833 768 937 2685 0 V/C Ratio(X) 0.64 0.00 0.84 0.00 0.86 0.88 0.50 0.54 0.00 Avail Cap(c_a), veh/h 947 0 421 0 833 768 937 2685 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.70 0.70 0.00 Uniform Delay (d), s/veh45.6 0.0 48.1 0.0 31.3 31.8 24.8 0.0 0.0 Incr Delay (d2), s/veh 1.2 0.0 12.3 0.0 11.3 13.8 0.3 0.6 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 %ile BackOfQ(50%),veh/ln7.8 0.0 10.6 0.0 22.3 21.8 3.9 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 46.8 0.0 60.4 0.0 42.6 45.6 25.1 0.6 0.0 LnGrp LOS D E D D C A Approach Vol, veh/h 828 1394 1932 Approach Delay, s/veh 51.8 44.0 6.5 Approach LOS D D A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s36.7 62.0 31.3 98.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s28.0 58.0 32.0 90.0 Max Q Clear Time (g_c+I1), s13.1 50.0 25.4 2.0 Green Ext Time (p_c), s 1.5 5.5 1.9 19.0 Intersection Summary HCM 7th Control Delay, s/veh 28.1 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th TWSC 1: Catawba Ave-Alley B & Curtis Ave Future Year (2050) WP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 014318712403309464 Future Vol, veh/h 014318712403309464 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 000000000000 Mvmt Flow 015119713103509464 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 169 0 0 308 305 160 296 315 131 Stage 1 ------160160-145145- Stage 2 ------148145-151169- Critical Hdwy - - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.15.5-6.15.5- Critical Hdwy Stg 2 ------6.15.5-6.15.5- Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 1420 - 0 648 612 890 660 604 924 Stage 1 0 ----0847769-862781- Stage 2 0 ----0859781-857762- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1420 - - 635 608 890 650 601 924 Mov Cap-2 Maneuver ------635608-650601- Stage 1 ------847769-857776- Stage 2 ------843776-848762- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 0.4 10.69 10.38 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTSBLn1 Capacity (veh/h) 676 - - 96 - 684 HCM Lane V/C Ratio 0.065 - - 0.005 - 0.022 HCM Ctrl Dly (s/v) 10.7 - - 7.5 0 10.4 HCM Lane LOS B - - A A B HCM 95th %tile Q(veh) 0.2 - - 0 - 0.1 HCM 7th TWSC 2: Curtis Ave & Alley A Future Year (2050) WP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 17 139 125 51 20 6 Future Vol, veh/h 17 139 125 51 20 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 18 146 132 54 21 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 185 0 - 0 341 158 Stage 1 - - - - 158 - Stage 2 - - - - 182 - Critical Hdwy 4.1 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 1402 - - - 660 892 Stage 1 - - - - 875 - Stage 2 - - - - 854 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1402 - - - 650 892 Mov Cap-2 Maneuver - - - - 650 - Stage 1 - - - - 863 - Stage 2 - - - - 854 - Approach EB WB SB HCM Ctrl Dly, s/v 0.83 0 10.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 196 - - - 694 HCM Lane V/C Ratio 0.013 - - - 0.039 HCM Ctrl Dly (s/v) 7.6 0 - - 10.4 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 7th Signalized Intersection Summary 3: Citrus Ave & Curtis Ave Future Year (2050) WP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 63 97 134 1280 780 42 Future Volume (veh/h) 63 97 134 1280 780 42 Initial Q (Qb), veh 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 66 102 141 1347 821 44 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000 Cap, veh/h 173 154 194 3154 2616 140 Arrive On Green 0.10 0.10 0.14 1.00 0.75 0.75 Sat Flow, veh/h 1810 1610 1810 3705 3580 187 Grp Volume(v), veh/h 66 102 141 1347 425 440 Grp Sat Flow(s),veh/h/ln 1810 1610 1810 1805 1805 1866 Q Serve(g_s), s 4.5 8.0 9.7 0.0 10.0 10.0 Cycle Q Clear(g_c), s 4.5 8.0 9.7 0.0 10.0 10.0 Prop In Lane 1.00 1.00 1.00 0.10 Lane Grp Cap(c), veh/h 173 154 194 3154 1355 1401 V/C Ratio(X) 0.38 0.66 0.73 0.43 0.31 0.31 Avail Cap(c_a), veh/h 612 545 501 3154 1355 1401 HCM Platoon Ratio 1.00 1.00 1.33 1.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.80 0.80 1.00 1.00 Uniform Delay (d), s/veh 55.2 56.8 53.9 0.0 5.3 5.3 Incr Delay (d2), s/veh 1.4 4.8 4.1 0.3 0.6 0.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 7.2 4.5 0.1 3.6 3.7 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 56.6 61.6 58.0 0.3 5.9 5.9 LnGrp LOS EEEAAA Approach Vol, veh/h 168 1488 865 Approach Delay, s/veh 59.6 5.8 5.9 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 115.6 14.4 16.0 99.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 80.0 42.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 2.0 10.0 11.7 12.0 Green Ext Time (p_c), s 16.0 0.5 0.4 6.3 Intersection Summary HCM 7th Control Delay, s/veh 9.4 HCM 7th LOS A HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Future Year (2050) WP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 107 281 257 470 240 234 257 950 652 191 592 74 Future Volume (veh/h) 107 281 257 470 240 234 257 950 652 191 592 74 Initial Q (Qb), veh 000000000000 Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 0.99 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 113 296 271 495 253 246 271 1000 686 201 623 78 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 319 817 362 419 919 410 880 1807 805 324 1236 551 Arrive On Green 0.09 0.23 0.23 0.12 0.25 0.25 0.33 0.67 0.67 0.06 0.23 0.23 Sat Flow, veh/h 3510 3610 1597 3510 3610 1610 3510 3610 1608 3510 3610 1610 Grp Volume(v), veh/h 113 296 271 495 253 246 271 1000 686 201 623 78 Grp Sat Flow(s),veh/h/ln1755 1805 1597 1755 1805 1610 1755 1805 1608 1755 1805 1610 Q Serve(g_s), s 3.9 9.0 20.5 15.5 7.3 17.5 7.5 19.1 27.3 7.3 19.6 3.9 Cycle Q Clear(g_c), s 3.9 9.0 20.5 15.5 7.3 17.5 7.5 19.1 27.3 7.3 19.6 3.9 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 319 817 362 419 919 410 880 1807 805 324 1236 551 V/C Ratio(X) 0.35 0.36 0.75 1.18 0.28 0.60 0.31 0.55 0.85 0.62 0.50 0.14 Avail Cap(c_a), veh/h 324 1388 614 419 1486 663 880 1807 805 324 1236 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.68 0.68 0.68 0.95 0.95 0.95 Uniform Delay (d), s/veh55.5 42.4 46.8 57.2 38.8 42.6 35.0 14.0 7.3 58.8 40.5 20.6 Incr Delay (d2), s/veh 0.7 0.3 3.1 104.2 0.2 1.4 0.1 0.8 7.8 3.4 1.4 0.5 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/ln1.8 4.1 8.5 12.9 3.3 7.1 3.1 6.7 7.8 3.5 9.4 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 56.2 42.6 50.0 161.4 39.0 44.0 35.1 14.9 15.2 62.2 41.9 21.1 LnGrp LOS EDDFDDDBBEDC Approach Vol, veh/h 680 994 1957 902 Approach Delay, s/veh 47.8 101.2 17.8 44.6 Approach LOS D F B D Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s14.0 67.1 17.5 31.4 34.6 46.5 13.8 35.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s10.0 42.5 13.5 48.0 10.0 42.5 10.0 51.5 Max Q Clear Time (g_c+I1), s9.3 29.3 17.5 22.5 9.5 21.6 5.9 19.5 Green Ext Time (p_c), s 0.0 8.0 0.0 2.9 0.1 4.5 0.1 2.6 Intersection Summary HCM 7th Control Delay, s/veh 45.9 HCM 7th LOS D HCM 7th Signalized Intersection Summary 5: Citrus Ave & SR-210 WB Ramps Future Year (2050) WP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 389 4 468 407 1392 0 0 874 446 Future Volume (veh/h) 0 0 0 389 4 468 407 1392 0 0 874 446 Initial Q (Qb), veh 000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 0 0 1900 1900 Adj Flow Rate, veh/h 400 0 478 415 1420 0 0 892 455 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000 Cap, veh/h 1208 0 537 881 2294 0 0 1333 594 Arrive On Green 0.33 0.00 0.33 0.50 1.00 0.00 0.00 0.37 0.37 Sat Flow, veh/h 3619 0 1610 3510 3705 0 0 3705 1609 Grp Volume(v), veh/h 400 0 478 415 1420 0 0 892 455 Grp Sat Flow(s),veh/h/ln 1810 0 1610 1755 1805 0 0 1805 1609 Q Serve(g_s), s 10.8 0.0 36.6 10.0 0.0 0.0 0.0 26.9 32.3 Cycle Q Clear(g_c), s 10.8 0.0 36.6 10.0 0.0 0.0 0.0 26.9 32.3 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 1208 0 537 881 2294 0 0 1333 594 V/C Ratio(X) 0.33 0.00 0.89 0.47 0.62 0.00 0.00 0.67 0.77 Avail Cap(c_a), veh/h 1475 0 656 881 2294 0 0 1333 594 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.40 0.40 0.00 0.00 0.86 0.86 Uniform Delay (d), s/veh 32.4 0.0 41.0 26.8 0.0 0.0 0.0 34.3 36.1 Incr Delay (d2), s/veh 0.2 0.0 12.4 0.2 0.5 0.0 0.0 2.3 7.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 0.0 16.3 3.6 0.2 0.0 0.0 12.2 13.9 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 32.6 0.0 53.4 26.9 0.5 0.0 0.0 36.7 44.0 LnGrp LOS C D C A D D Approach Vol, veh/h 878 1835 1347 Approach Delay, s/veh 43.9 6.5 39.1 Approach LOS D A D Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 84.6 34.6 50.0 45.4 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 71.0 21.0 46.0 51.0 Max Q Clear Time (g_c+I1), s 2.0 12.0 34.3 38.6 Green Ext Time (p_c), s 17.5 1.0 6.1 2.8 Intersection Summary HCM 7th Control Delay, s/veh 25.4 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 6: Citrus Ave & SR-210 EB Ramps Future Year (2050) WP - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\Enclave at North Fontana.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 462 2 382 0 0 0 0 1338 467 251 1012 0 Future Volume (veh/h) 462 2 382 0 0 0 0 1338 467 251 1012 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 612 0 269 0 1408 492 264 1065 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000 000000 Cap, veh/h 753 0 335 0 1618 536 485 2748 0 Arrive On Green 0.21 0.00 0.21 0.00 0.61 0.61 0.28 1.00 0.00 Sat Flow, veh/h 3619 0 1610 0 2758 883 3510 3705 0 Grp Volume(v), veh/h 612 0 269 0 930 970 264 1065 0 Grp Sat Flow(s),veh/h/ln1810 0 1610 0 1805 1741 1755 1805 0 Q Serve(g_s), s 21.0 0.0 20.6 0.0 54.2 64.2 8.3 0.0 0.0 Cycle Q Clear(g_c), s 21.0 0.0 20.6 0.0 54.2 64.2 8.3 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.51 1.00 0.00 Lane Grp Cap(c), veh/h 753 0 335 0 1097 1058 485 2748 0 V/C Ratio(X) 0.81 0.00 0.80 0.00 0.85 0.92 0.54 0.39 0.00 Avail Cap(c_a), veh/h 891 0 396 0 1097 1058 485 2748 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.84 0.84 0.00 Uniform Delay (d), s/veh49.1 0.0 48.9 0.0 20.6 22.6 43.6 0.0 0.0 Incr Delay (d2), s/veh 5.0 0.0 9.8 0.0 8.2 13.8 1.1 0.3 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 %ile BackOfQ(50%),veh/ln10.0 0.0 9.2 0.0 24.1 28.8 3.4 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 54.1 0.0 58.7 0.0 28.8 36.4 44.6 0.3 0.0 LnGrp LOS D E C D D A Approach Vol, veh/h 881 1900 1329 Approach Delay, s/veh 55.5 32.6 9.1 Approach LOS E C A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s20.0 81.0 29.0 101.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s11.0 77.0 30.0 92.0 Max Q Clear Time (g_c+I1), s10.3 66.2 23.0 2.0 Green Ext Time (p_c), s 0.1 8.9 2.1 10.6 Intersection Summary HCM 7th Control Delay, s/veh 29.9 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Opening Year (2026) With Project MIT - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\OY MIT.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 93 236 341 110 79 237 505 396 98 799 57 Future Volume (veh/h) 25 93 236 341 110 79 237 505 396 98 799 57 Initial Q (Qb), veh 000000000000 Lane Width 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 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 27 99 251 363 117 84 252 537 421 104 850 61 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000 Cap, veh/h 252 666 296 480 900 400 411 1764 1007 394 1746 778 Arrive On Green 0.07 0.18 0.18 0.14 0.25 0.25 0.12 0.49 0.49 0.11 0.48 0.48 Sat Flow, veh/h 3510 3610 1608 3510 3610 1604 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 27 99 251 363 117 84 252 537 421 104 850 61 Grp Sat Flow(s),veh/h/ln 1755 1805 1608 1755 1805 1604 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 0.7 2.4 11.7 10.2 2.6 4.2 7.0 9.1 4.1 2.8 16.3 2.1 Cycle Q Clear(g_c), s 0.7 2.4 11.7 10.2 2.6 4.2 7.0 9.1 4.1 2.8 16.3 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 252 666 296 480 900 400 411 1764 1007 394 1746 778 V/C Ratio(X) 0.11 0.15 0.85 0.76 0.13 0.21 0.61 0.30 0.42 0.26 0.49 0.08 Avail Cap(c_a), veh/h 412 1640 730 480 1710 760 412 1764 1007 412 1746 778 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 44.4 35.0 23.3 42.5 29.8 30.4 43.0 15.7 3.2 41.6 17.9 14.2 Incr Delay (d2), s/veh 0.2 0.1 6.6 6.8 0.1 0.3 2.7 0.4 1.3 0.4 1.0 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 0.3 1.0 4.9 4.8 1.1 1.7 3.2 3.8 1.7 1.2 6.8 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 44.6 35.1 29.9 49.3 29.9 30.7 45.7 16.2 4.5 41.9 18.8 14.4 LnGrp LOS DDCDCCDBADBB Approach Vol, veh/h 377 564 1210 1015 Approach Delay, s/veh 32.4 42.5 18.3 20.9 Approach LOS C D B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.5 52.0 16.0 20.9 14.0 51.5 9.4 27.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 47.5 12.0 44.5 10.0 47.5 10.0 46.5 Max Q Clear Time (g_c+I1), s 4.8 11.1 12.2 13.7 9.0 18.3 2.7 6.2 Green Ext Time (p_c), s 0.1 5.9 0.0 1.5 0.1 7.1 0.0 1.0 Intersection Summary HCM 7th Control Delay, s/veh 25.1 HCM 7th LOS C HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Opening Year (2026) With Project MIT - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\OY MIT.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 269 246 450 230 175 239 524 623 167 443 53 Future Volume (veh/h) 60 269 246 450 230 175 239 524 623 167 443 53 Initial Q (Qb), veh 000000000000 Lane Width 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 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 64 286 262 479 245 186 254 557 663 178 471 56 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000 Cap, veh/h 297 694 309 567 971 432 324 1778 1053 324 1778 792 Arrive On Green 0.08 0.19 0.19 0.16 0.27 0.27 0.09 0.49 0.49 0.09 0.49 0.49 Sat Flow, veh/h 3510 3610 1608 3510 3610 1605 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 64 286 262 479 245 186 254 557 663 178 471 56 Grp Sat Flow(s),veh/h/ln 1755 1805 1608 1755 1805 1605 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 2.2 9.0 16.6 17.2 6.9 12.5 9.2 12.0 8.4 6.3 9.9 2.4 Cycle Q Clear(g_c), s 2.2 9.0 16.6 17.2 6.9 12.5 9.2 12.0 8.4 6.3 9.9 2.4 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 297 694 309 567 971 432 324 1778 1053 324 1778 792 V/C Ratio(X) 0.22 0.41 0.85 0.84 0.25 0.43 0.78 0.31 0.63 0.55 0.26 0.07 Avail Cap(c_a), veh/h 324 1277 569 567 1500 667 324 1778 1053 324 1778 792 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 0.86 0.86 0.86 0.97 0.97 0.97 Uniform Delay (d), s/veh 55.5 46.1 33.2 52.9 37.3 39.3 57.7 19.8 5.0 56.4 19.3 17.3 Incr Delay (d2), s/veh 0.4 0.4 6.4 11.2 0.1 0.7 10.4 0.4 2.5 1.9 0.4 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 1.0 4.1 7.0 8.5 3.1 5.0 4.6 5.2 5.3 2.9 4.3 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 55.8 46.5 39.6 64.2 37.4 40.0 68.1 20.2 7.5 58.3 19.6 17.5 LnGrp LOS EDDEDDECAEBB Approach Vol, veh/h 612 910 1474 705 Approach Delay, s/veh 44.5 52.0 22.7 29.2 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.0 66.0 23.0 27.0 14.0 66.0 13.0 37.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 41.0 19.0 44.0 10.0 41.0 10.0 52.0 Max Q Clear Time (g_c+I1), s 8.3 14.0 19.2 18.6 11.2 11.9 4.2 14.5 Green Ext Time (p_c), s 0.1 7.3 0.0 2.8 0.0 3.6 0.1 2.3 Intersection Summary HCM 7th Control Delay, s/veh 34.8 HCM 7th LOS C HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Future Year (2050) WP MIT - AM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\2050 MIT.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 98 246 357 116 91 248 648 414 128 1333 84 Future Volume (veh/h) 31 98 246 357 116 91 248 648 414 128 1333 84 Initial Q (Qb), veh 000000000000 Lane Width 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 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 33 103 259 376 122 96 261 682 436 135 1403 88 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 277 680 303 478 886 394 409 1745 997 402 1737 774 Arrive On Green 0.08 0.19 0.19 0.14 0.25 0.25 0.12 0.48 0.48 0.11 0.48 0.48 Sat Flow, veh/h 3510 3610 1608 3510 3610 1604 3510 3610 1610 3510 3610 1609 Grp Volume(v), veh/h 33 103 259 376 122 96 261 682 436 135 1403 88 Grp Sat Flow(s),veh/h/ln 1755 1805 1608 1755 1805 1604 1755 1805 1610 1755 1805 1609 Q Serve(g_s), s 0.9 2.5 12.2 10.7 2.7 4.9 7.3 12.4 4.4 3.6 33.9 3.1 Cycle Q Clear(g_c), s 0.9 2.5 12.2 10.7 2.7 4.9 7.3 12.4 4.4 3.6 33.9 3.1 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 277 680 303 478 886 394 409 1745 997 402 1737 774 V/C Ratio(X) 0.12 0.15 0.86 0.79 0.14 0.24 0.64 0.39 0.44 0.34 0.81 0.11 Avail Cap(c_a), veh/h 410 1632 727 478 1702 756 410 1745 997 410 1737 774 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 44.1 34.9 23.4 43.0 30.3 31.1 43.4 16.9 3.4 41.9 22.6 14.6 Incr Delay (d2), s/veh 0.2 0.1 6.9 8.5 0.1 0.3 3.3 0.7 1.4 0.5 4.1 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 0.4 1.1 5.1 5.2 1.2 1.9 3.3 5.2 1.9 1.6 14.7 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 44.2 35.0 30.3 51.5 30.4 31.5 46.6 17.6 4.8 42.4 26.8 14.9 LnGrp LOS DCCDCCDBADCB Approach Vol, veh/h 395 594 1379 1626 Approach Delay, s/veh 32.7 43.9 19.0 27.4 Approach LOS C D B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.8 51.7 16.0 21.4 14.0 51.5 10.1 27.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 47.5 12.0 44.5 10.0 47.5 10.0 46.5 Max Q Clear Time (g_c+I1), s 5.6 14.4 12.7 14.2 9.3 35.9 2.9 6.9 Green Ext Time (p_c), s 0.1 7.4 0.0 1.6 0.1 7.6 0.0 1.1 Intersection Summary HCM 7th Control Delay, s/veh 27.5 HCM 7th LOS C HCM 7th Signalized Intersection Summary 4: Citrus Ave & Sierra Lakes Pkwy Future Year (2050) WP MIT - PM Peak Hour P:\Lewis - The Enclave at North Fontana\Analysis v2\Synchro\2050 MIT.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 107 281 257 470 240 234 257 950 652 191 592 74 Future Volume (veh/h) 107 281 257 470 240 234 257 950 652 191 592 74 Initial Q (Qb), veh 000000000000 Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 0.99 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 113 296 271 495 253 246 271 1000 686 201 623 78 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 319 732 323 527 944 421 324 1782 1035 324 1782 795 Arrive On Green 0.09 0.20 0.20 0.15 0.26 0.26 0.12 0.66 0.66 0.09 0.49 0.49 Sat Flow, veh/h 3510 3610 1596 3510 3610 1610 3510 3610 1608 3510 3610 1610 Grp Volume(v), veh/h 113 296 271 495 253 246 271 1000 686 201 623 78 Grp Sat Flow(s),veh/h/ln 1755 1805 1596 1755 1805 1610 1755 1805 1608 1755 1805 1610 Q Serve(g_s), s 3.9 9.3 17.1 18.1 7.2 17.3 9.8 19.6 8.0 7.2 13.7 3.4 Cycle Q Clear(g_c), s 3.9 9.3 17.1 18.1 7.2 17.3 9.8 19.6 8.0 7.2 13.7 3.4 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 319 732 323 527 944 421 324 1782 1035 324 1782 795 V/C Ratio(X) 0.35 0.40 0.84 0.94 0.27 0.58 0.84 0.56 0.66 0.62 0.35 0.10 Avail Cap(c_a), veh/h 324 1277 565 527 1486 663 324 1782 1035 324 1782 795 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.68 0.68 0.68 0.95 0.95 0.95 Uniform Delay (d), s/veh 55.5 45.0 32.4 54.7 38.1 41.8 56.1 14.7 3.2 56.8 20.2 17.5 Incr Delay (d2), s/veh 0.7 0.4 5.8 25.1 0.2 1.3 12.3 0.9 2.3 3.4 0.5 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 1.8 4.2 7.2 9.8 3.3 7.1 4.8 7.0 3.6 3.3 5.9 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 56.2 45.4 38.2 79.8 38.3 43.1 68.4 15.5 5.5 60.2 20.7 17.8 LnGrp LOS EDDEDDEBAECB Approach Vol, veh/h 680 994 1957 902 Approach Delay, s/veh 44.3 60.2 19.3 29.2 Approach LOS D E B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.0 66.2 21.5 28.3 14.0 66.2 13.8 36.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 42.5 17.5 44.0 10.0 42.5 10.0 51.5 Max Q Clear Time (g_c+I1), s 9.2 21.6 20.1 19.1 11.8 15.7 5.9 19.3 Green Ext Time (p_c), s 0.1 10.7 0.0 2.9 0.0 4.9 0.1 2.6 Intersection Summary HCM 7th Control Delay, s/veh 34.0 HCM 7th LOS C The Enclave at North Fontana Residential Traffic Impact Analysis May 1, 2025 Appendix E APPENDIX E: GATE STACKING STUDY RK:dt/RK12230 JN:2595-2016-01 RESIDENTIAL ELECTRONIC GATE SERVICE RATE STUDY Orange County, California Prepared by: RK ENGINEERING GROUP, INC. 4000 Westerly Place, Suite 280 Newport Beach, CA 92660 Robert Kahn, PE Alexandra Brown Allison Kahn Goedecke, MBA 1 RK:dt/RK12230 JN:2595-2016-01 Residential Electronic Gate Service Rate Study Introduction Many private residential communities in Southern California have utilized electronic or manned (guard) gates to control access to their communities. Typically these residential communities have private streets and have limited access through one or more gate controls. The vast majority of communities with gates use electronic gates for controlling access into their community. Manned gates typically occur in very high-end residential communities and were not studied in this analysis. The service rates for visitors at manned gates are somewhat lower capacity than for electronic automated gates, since they require communication with the guard. For the most part, electronic gates are either swinging gates or rolling gates depending on the traffic control selected by the developer or homeowner association. While the operations of these two types of electronic gates are somewhat different, functionally they are similar. However, access times do vary somewhat between the two types of gates. For nearly all communities, an electronic gate is accompanied by a traffic directory for visitors to activate the gates, and a resident bypass control system activated by a resident’s garage door remote controller. The traffic directories are operated by either entering a code for automatic entrance or requesting access by dialing an individual home owner’s telephone system to be let in. Residence activation occurs through the use of an electronic remote control device integrated into their garage door remote control which then immediately opens the gate. Typically there is very little delay with the resident activation in comparison to the time required for visitors to request to open the gate through the traffic directory. Also, many times when a resident or visitor activates the gate, other residents or visitors can follow-up quickly once the gate is opened by the first resident or visitor, which increases the overall service capacity of the gate. This can also result in unauthorized visitors to access the gate. The gate capacity or service rate (vehicles per hour) of the gates is used to determine the potential queuing which would occur at either the traffic directory or the gate. Typically, residents will queue near the gate, whereas visitors will queue at the traffic directory. Once the peak entering demand is established, then the potential queuing can be determined. The peak inbound demand is distributed between the visitors and residents entering the community. Typically this is approximately 20% visitors versus 80% residents within residential communities. Once the peak entering demand for visitors/residents and service rate of the gate are determined, the traffic utilization factor (the ratio of the demand to the service rate for both the visitors and residents) can be determined and used to calculate the potential queuing. If there is sufficient entering width for two lanes, queuing for both visitors and residents can be determined separately. At the present time, there are two methodologies available to determine gate queuing, Transportation and Land Development prepared by the Institute of Transportation Engineers (1988), and Entrance/Exit Design and Control for Major Parking Facilities prepared by Robert W. Crommelin, P.E. (October 1972). Both of these documents provide methodologies for calculating the potential queuing depending on the peak demand rate and average service rate. According to the Crommelin report, “research has shown that random arrivals or events in a traffic stream tend to follow the Poisson mathematical distribution. This distribution provides a means 2 that, if the average rate is known, the probability of exceeding a given volume in a unit of time may be calculated. Thus, if you know the average volume, you may calculate the surges in volume to allow design of reservoir space”. This methodology allows for a gate utilization factor to be calculated to then determine the potential queuing. The Crommelin report provides a graph based upon a Poisson distribution to determine the queue length behind the vehicle being served. Similarly, the ITE report includes Poisson distribution equations that can determine the number of queued vehicles, based upon various probability levels. Purpose and Objectives The purpose of this study is to determine the hourly service rate capacity (vehicles per hour) of electronic gates at residential communities containing single family detached homes. The results of this study could also be applied to multi-family residential developments, since the service rates is expected to be similar. This study is based on field observations conducted at a total of thirteen (13) existing gated residential communities in Orange County, California in the Cities of Newport Beach and Aliso Viejo. A total of fourteen (14) electronic gate operations were observed in this study. This study includes analysis of both swinging and rolling style gates. Swinging gates consist of two separate gates where both sides “swing” open, whereas rolling gates consist of a single gate that rolls on a metal track. The observations also account for the type of users entering the sites by identifying residents versus visitors (those using the traffic directory). Hence, the study determines the visitor service rate as well as the resident service rate for a typical residential gated community. The study focused on the PM peak hour (4-6 pm) which has been determined to be the peak entering time for most residential communities. For both types of gates, “sneakers” can follow residents or visitors that activate the gate which actually increases the gate capacity. Furthermore, as part of this study, the number of vehicles entering and exiting the observed properties during the PM peak hour were counted. This information was utilized to determine the inbound and outbound PM peak hour trip generation rate of single family detached residential use based on the conducted observations and provide a comparison to data published in the Institute of Transportation Engineers (ITE) Trip Generation Manual. It should be noted that the trip generation data was collected simultaneously with the service rate data, but it is not intended to be conclusive. It is strictly included as supplemental information to the primary purpose of the study. Findings The following findings are obtained from this study: 1. Observed Average Gate Service Rate per User Type: • Resident = 320.7 vehicles per hour (Range = 191.5 to 437.8 vehicles per hour) • Visitor = 150.6 vehicles per hour (Range = 111.7 to 184.4 vehicles per hour) 2. Observed 95th Percentile Gate Service Rate per User Type: • Resident = 209.6 vehicles per hour • Visitor = 117.5 vehicles per hour 3. Observed Average Percent Split of Total Entering PM Peak Hour Traffic by User Type: • Resident = 79.52% • Visitor = 20.48% 3 4. Recommended Percent Split of Total Entering PM Peak Hour Traffic by User Type: • Resident = 80.00% • Visitor = 20.00% 5. Recommended Gate Service Rate per User Type: • Resident 1 = 210 vehicles per hour • Visitor 1 = 115 vehicles per hour • Combined 2 = 190 vehicles per hour 6. Comparison of Observed Swinging Gate versus Rolling Gate Service Rates: • Swinging gates and rolling gates have similar service rates for visitors (Swinging gates have a 95th percentile service rate of 113.9 vehicles per hour, whereas rolling gates have a 95th percentile service rate of 133.5 vehicles per hour) • Swinging gates have more capacity than rolling gates for residents (Swinging gates have a 95th percentile service rate of 286.3 vehicles per hour, whereas rolling gates have 95th percentile service rate of 200.8 vehicles per hour) 7. Observed Average PM Peak Hour Trip Generation Rate: a. Inbound = 0.42 vehicles/hour/dwelling unit b. Outbound = 0.34 vehicles/hour/dwelling unit c. Total (Inbound & Outbound) = 0.76 vehicles/hour/dwelling unit Site Location and Study Area This study is based on field observations conducted at a total of fourteen (14) existing gates within a total of thirteen (13) existing gated residential communities in Orange County, California in the Cities of Newport Beach and Aliso Viejo. Eight (8) of the gates were rolling gates and six (6) were swinging style gates. All of the gates were found to be typical for these types of private gate access controlled communities. The following is a summary list of the observed sites. The location maps of the observed sites are shown in Exhibits A-1 through A-7. City of Newport Beach: 1. Hillsborough at Spy Glass Hill Road, Newport Beach (40 Dwelling Units with a Rolling Gate) 2. Palisades Dr at Newport Ridge Dr W, Newport Beach (56 Dwelling Units with a Swinging Gate) 3. Whitesands Dr at Newport Ridge Dr W, Newport Beach (21 Dwelling Units with a Swinging Gate) 4. Terrace Ridge at Newport Ridge Dr W, Newport Beach (38 Dwelling Units with a Swinging Gate) 5. Montserrat at Newport Ridge Dr E, Newport Beach (80 Dwelling Units with a Rolling Gate) 6. Mont St Michel/Menton at Newport Ridge Dr E, Newport Beach (169 Dwelling Units with two (2) Rolling Gates) 7. Tesoro at Ridge Park Road, Newport Beach (180 Dwelling Units with a Rolling Gate) 8. Campobello at Ridge Park Road, Newport Beach (90 Dwelling Units with a Rolling Gate) 1 To be used when there is sufficient entering width for 2 lanes: one for residents and one for visitors. 2 To be used when only one entering lane is available and is shared between residents and visitors. 4 City of Aliso Viejo: 9. Kensington at Oak View Dr, Aliso Viejo (154 Dwelling Units with a Swinging Gate) 10. Silver Oaks at Oak View Dr, Aliso Viejo (81 Dwelling Units with a Rolling Gate) 11. Crimson Canyon at Oak View Dr, Aliso Viejo (76 Dwelling Units with a Swinging Gate) 12. Endless Vista at Oak View Dr, Aliso Viejo (115 Dwelling Units with a Swinging Gate) 13. Alastair at Oak View Dr, Aliso Viejo (116 Dwelling Units with a Rolling Gate) Data Collection Service rate times were calculated at each location by measuring the time from when the vehicle entered the traffic directory to when it passed through the gate. The location of a typical traffic directory and gate are shown in Exhibit B (the service time was measured once the vehicle reached the traffic directory and then passed the gate). These times were converted to a service rate by the following formula: Service Rate (vehicles per hour) = 3,600 (sec/hr.) Service time (sec/vehicle) Data collection at each of the fourteen (14) studied gates was conducted on a typical weekday (Tuesday, Wednesday or Thursday) during the typical weekday PM peak period from 4:00 PM to 6:00 PM. This is also considered to be the typical peak time of entering (inbound) traffic for residential communities. At each study gate, the type of the gate was noted as either rolling or swinging. Service times for both visitors and residents were noted on the data collection forms. Service rates for both types of gates were calculated and also combined as a single rate for both residents and visitors For every inbound vehicle between 4:00 PM and 6:00 PM, the observer noted the time at which the vehicle entered the community, timed how long it took for the vehicle to get from the directory through the gate, and noted whether the vehicle was a visitor or resident. If a vehicle stopped at the directory to type in a key code or call someone, it was categorized as a visitor and the time spent at the directory was included in the service time. If a vehicle did not stop at the directory and instead used a remote control device or followed up a vehicle to gain access, it was categorized as a resident, since that time was much shorter than those vehicles utilizing the traffic directory. Some of these vehicles could be considered “sneakers” that followed either a resident or visitor who activated the gate. Similarly, for every outbound vehicle between 4:00 PM and 6:00 PM, the observer noted the time at which the vehicle exited the community. Data Analysis 1. Percent Split of Visitors versus Residents The percentage of entering visitors versus residents for each site was calculated by dividing the total number of visitors or residents that entered between 4:00 PM and 6:00 PM by the total number of inbound vehicles during that time period. Then, the overall average was determined by averaging the entering visitor and resident percentages for each site (see Table 1). Based upon this study, approximately 80% of peak inbound traffic were residents and 20% were visitors. 5 2. Hourly Gate Service Rate Capacity For each study site, the observed duration of time in seconds that each resident took to get from the directory through the gate was averaged to determine the average service time for residents at that specific site. The hourly service rate for residents at each site was then determined by dividing the number of seconds in a single hour (3,600 sec./hour) by the average service time for the residents obtained from the previous step. The same calculation was performed for visitors at each of the sites. Then the data from all the sites were averaged to determine the overall hourly service rate for visitors and residents. The data was also separated by the gate type (rolling versus swinging) to compare the service rates for each gate type. A summary of the calculated service rates for all types of gates is shown in Table 2. A statistical analysis was performed on the resulting data to determine the standard deviation, coefficient of variation and the 95th, 90th and 85th percentiles for all gate types. The statistical analysis was also performed on the data for both swinging gates and rolling gates. Since for most planning studies the gate types may not be known, it is recommended that the average for all gate types be utilized for determining service rates and calculating potential queuing. When data from a number of observations and locations is available, there are a few different methods for determining what the appropriate design capacity is. For instance, the Crommelin method is a common methodology for determining gate processing capacity and forecasting vehicular queues at various gate types. The Crommelin report states that gates should be designed to operate at 80% of the average capacity. Other methods state that gates should be designed to accommodate 95% of the average gate capacity. For this study, both of these two methods were used to derive the recommended design capacity based on the observed data. Based on the observed data at the fourteen (14) study gates, 80% of the average hourly service rate design capacity is 120.4 vehicles per hour for visitors and 256.6 vehicles per hour for residents. Based on the observed data at the fourteen (14) study gates, utilizing the 95th percentile, the service rate design capacity is 117.5 vehicles per hour for visitors and 209.6 vehicles per hour for residents. By reviewing both methodologies with the data collected at the fourteen (14) electronic gates, recommended gate service rates have been determined by user type. In the case where there are sufficient entering widths to accommodate both a visitor and resident lane, it is recommended that the resident service rate be approximately 210 vehicles per hour and the visitor service rate is recommended to be approximately 115 vehicles per hour. When there is insufficient width available for both residents and visitors, the combined rate of 190 vehicles per hour would appear to be appropriate. It should be noted that in most cases at the sites that were observed, there was sufficient width for residents to bypass visitors at the traffic directory. These recommendations are typical for most gate installations similar to that which were observed during this study. 6 3. Peak Hour & Trip Generation The observed data over the two-hour peak period was grouped and organized into fifteen-minute intervals. The peak hour is considered to be the four (4) consecutive 15-minute periods from 4:00 PM to 6:00 PM that had the highest number of total observed trips (inbound plus outbound). Then, for each study site, the trip generation rate was determined by dividing the total peak hour trips for that site by the number of dwelling units at the site. The PM peak hour trip generation ranges from 0.57 to 0.98 vehicles per hour per dwelling unit. The overall average trip generation rate was then determined by averaging the peak hour data results of the thirteen (13) study sites. The results of this analysis are shown in Table 5. The average inbound rate was 0.42 vehicles per dwelling unit, the average outbound rate was 0.34 vehicles per dwelling unit and the total trip generation rate was 0.76 vehicles per dwelling unit. The total peak hour trip rate is somewhat less than the ITE (Institute of Transportation Engineers) PM peak hour rates which are 0.63 entering vehicles per hour per dwelling unit (inbound), 0.37 exiting vehicles per hour per dwelling unit (outbound) and a total of 1.00 vehicles per hour per dwelling unit. This data was collected for informational purposes only and not to question the ITE data which included substantially more sites. Recommendations & Conclusions Combining the two methods for determining the hourly gate service rate design capacity yields a rate of 115 vehicles per hour for visitors and 210 vehicles per hour for residents. The recommended service rates provide for sufficient variation in actual individual site conditions when there is enough room to accommodate both a visitor lane and resident lane. The entering width will typically allow for an entering resident to bypass the visitor at the gate directory and queue directly at the gate. Therefore, gate queuing for residents should be measured from the gate itself, whereas gate queuing for visitors would be measured from the traffic directory. To obtain a recommended design capacity for residential gates when there is not sufficient width for two entering lanes, the design capacities for visitors and residents should be based upon a weighted average rate, calculated using the average percentage of residents versus visitors and the recommended design rate for residents and visitors. Based upon this study, it would be 190 vehicles per hour for a single entry lane. Both the Crommelin and ITE methods for gate queuing use traffic intensity in order to predict the queue length at any given time. Based on the observed data, the average PM peak hour traffic intensity would be equal to the average PM peak hour entering trips per hour divided by the gate design capacity for both residents and visitors. When there is sufficient width for two entering lanes, then the queue length for each lane can be determined. As the traffic intensity increases towards 1.0, the predicted queue length substantially increases. If the number of dwelling units in the community would lead to a high traffic intensity, hence a long queue length, installing multiple electronic gates is recommended to mitigate traffic intensity at a single electronic gate. Therefore, this study provides numerical data on gate service rates that can be used to predict queuing by both visitors and residents in a community that is controlled by electronic gates. The recommended service rates from this study are as follows: 7 Gate Condition Service Rate (vehicles per hour) Visitors Residents Both Two Entry Lanes 115 220 - Single Entry Lane - - 190 RK Engineering Group, Inc. is pleased to provide this study of Residential Electronic Gate Service Rates. A significant effort was placed on this study to evaluate several electronic gates throughout south Orange County. The study will serve to provide service rates for queuing studies at future residential developments. Once the inbound demand is known then the queuing can be determined based upon the appropriate service rate. RK Engineering Group was assisted in this project by UCI Senior Civil Engineering Team II, which consists of Jeremy Mempin, Natalie Chen, Sara Lay, Selena Lau, Madeleine Ortiz and Alex Vu. The UCI group helped by collecting field data for the overall study. Furthermore, Alexandra Brown assisted in the data analysis and participated in preparing the report for the study. Finally, Ms. Allison Kahn Goedecke provided editorial review of the report to finalize it for publication. RK Engineering Group hopes that this report will be useful to other transportation engineers and planners for the analysis of queuing requirements for residential electronic gate projects. Very little information on this subject has been published in the past and hopefully this information will be useful to others in the future. Resources (1) Stover, Vergil G. and Koepke, Frank J., Transportation and Land Development, Institute of Transportation Engineers, 1988 (2) Crommelin, Robert W., Entrance/Exit Design and Control for Major Parking Facilities, October 1972 SITE NO. VISITORS (%) RESIDENTS (%) 1 32.43 67.57 2 18.18 81.82 3 17.65 82.35 4 44.00 56.00 5 4.55 95.45 6a 21.43 78.57 6b 20.24 79.76 7 16.42 83.58 8 16.67 83.33 9 13.66 86.34 10 24.42 75.58 11 30.00 70.00 12 16.84 83.16 13 10.19 89.81 AVERAGE (%)20.48 79.52 WEIGHTED AVG.18.36 81.64 Percentage of Visitors vs. Residents Entering Residential Gates Table 1 j:/rktables/RK11774TB.xls JN:2595‐2016‐01 SITE NO. VISITOR TIME VISITOR RATE RESIDENT TIME RESIDENT RATE GATE TYPE (SECONDS)(VPH)1 (SECONDS)(VPH)1 1 25.5 141.1 13.6 265.3 Rolling 2 29.8 120.8 8.2 437.6 Swinging 3 32.2 111.7 8.8 409.1 Swinging 4 20.1 179.2 13.1 273.9 Swinging 5 27.6 130.7 18.8 191.5 Rolling 6a 23.7 152.1 16.3 220.6 Rolling 6b 23.0 156.4 11.9 302.7 Rolling 7 25.4 141.8 10.1 356.0 Rolling 8 25.1 143.6 12.0 301.3 Rolling 9 23.6 152.3 11.0 327.7 Swinging 10 25.8 139.6 15.1 238.6 Rolling 11 19.7 183.2 8.2 437.8 Swinging 12 19.5 184.4 9.8 366.2 Swinging 13 21.1 170.8 10.0 361.6 Rolling AVERAGE 24.4 150.6 11.9 320.7 Both STANDARD DEV.3.8 22.5 3.2 78.3 Both COEFF. OF VARIATION 15.4 15.0 26.6 24.4 Both 95th %30.6 117.5 17.2 209.6 Both 90th %29.1 123.5 15.9 225.8 Both 85th %27.7 129.9 15.2 237.5 Both WEIGHTED AVG.23.5 153.4 11.5 313.5 Both 80% AVERAGE 120.4 256.6 Both 80% WEIGHTED AVG.122.7 250.8 Both RECOMMENDED DESIGN CAPACITY VISITORS 115.0 RESIDENTS 210.0 COMBINED 190.0 Table 2 Residential Electronic Gate Times and Service Rates (All types of gates) 1 VPH = vehicle per hour j:/rktables/RK11774TB.xls JN:2595‐2016‐01