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Appendix M - Traffic Impact Analysis
14970 Jurupa Ave Fontana Traffic Impact Analysis Prepared For City of Fontana November 13, 2025 Simon Lin, EIT Chad Karns Meghan Macias, TE Prepared By 3333 Michelson Drive, Suite 500 Irvine, CA 92612 (949) 794-1180 Contact: techservices@epdsolutions.com 14970 Jurupa Ave Fontana Traffic Impact Analysis City of Fontana 14970 Jurupa Ave Fontana Traffic Impact Analysis TABLE OF CONTENTS 1 EXECUTIVE SUMMARY ................................................................................................................. 0 2 INTRODUCTION ........................................................................................................................... 3 2.1 Project Description .................................................................................................................. 3 2.2 Study Area and Analysis Scenarios ...................................................................................... 6 2.3 Intersection Analysis Methodology ........................................................................................ 8 2.4 LOS Standard ......................................................................................................................... 9 3 BASELINE CONDITIONS ............................................................................................................ 10 3.1 Existing Regional Transportation System and Access ....................................................... 10 3.2 Study Area Street Network ................................................................................................ 10 3.3 Existing Traffic Volumes and Intersection Operations ...................................................... 13 3.4 Project Opening Year (2027) without Project Volumes and Intersection Operations .... 16 4 PROPOSED PROJECT................................................................................................................. 19 4.1 Project Trip Generation ...................................................................................................... 19 4.2 Project Trips ......................................................................................................................... 20 5 BASELINE PLUS PROJECT CONDITIONS .................................................................................. 31 5.1 Opening Year (2027) Plus Project Traffic Volumes and Intersection Operations .......... 31 6 Recommendations for Improvements and Project Fair Share ................................................ 37 6.1 Recommendations for LOS Improvements .......................................................................... 37 6.2 Project Fair Share ................................................................................................................ 38 FIGURES Figure 2-1: Project Location ................................................................................................................. 4 Figure 2-2: Project Site Plan ................................................................................................................ 5 Figure 2-3: Project Study Area ............................................................................................................ 7 Figure 3-1: Existing Lane Geometries and Traffic Control ............................................................. 12 Figure 3-2: Existing AM Peak Hour Traffic Volumes in PCE ........................................................... 14 Figure 3-3: Existing PM Peak Hour Traffic Volumes in PCE ............................................................ 15 Figure 3-4: Project Opening Year (2027) without Project AM Peak Hour Volumes in PCE ......... 17 Figure 3-5: Project Opening Year (2027) without Project PM Peak Hour Volumes in PCE .......... 18 Figure 4-1: Project Trip Distribution (Auto) ...................................................................................... 23 Figure 4-2: Project Trip Distribution (Truck) ..................................................................................... 24 Figure 4-3: Existing Site AM Peak Hour Auto Trip Assignment ...................................................... 25 Figure 4-4: Existing Site PM Peak Hour Auto Trip Assignment ....................................................... 26 14970 Jurupa Ave Fontana i Traffic Impact Analysis Figure 4-5: Project AM Peak Hour Auto Trip Assignment ............................................................... 27 Figure 4-6: Project PM Peak Hour Auto Trip Assignment ................................................................ 28 Figure 4-7: Project AM Peak Hour Truck Trip Assignment in PCE ................................................... 29 Figure 4-8: Project PM Peak Hour Truck Trip Assignment in PCE ................................................... 30 Figure 5.1 Post-Project Completion Intersection Lane Configuration and Traffic Control ........... 34 Figure 5-2: Opening Year (2027) Plus Project AM Peak Hour Volumes in PCE ........................... 35 Figure 5-3: Opening Year (2027) Plus Project PM Peak Hour Volumes in PCE ............................ 36 TABLES Table 2-1: Relationship Between Control Delay and LOS at Signalized Intersections ................... 8 Table 2-2: Relationship Between Delay and LOS at Unsignalized Intersections ............................. 8 Table 2-3: Thresholds of Significant Impact ....................................................................................... 9 Table 3-1: Existing AM & PM Peak Hour LOS ................................................................................. 13 Table 3-2: Project Opening Year (2027) without Project AM & PM Peak Hour LOS .................. 16 Table 4-1: Project Trip Generation .................................................................................................. 21 Table 4-2: Project Trip Generation Compared to SWIP ................................................................ 22 Table 5-1: Opening Year (2027) Plus Project AM & PM Peak Hour LOS ..................................... 33 Table 6.1: General Plan Buildout (2045) Plus Project AM & PM Peak Hour LOS With Improvements 39 Table 6.2: General Plan Buildout (2045) Plus Project Conditions Project Fair Share .................. 39 APPENDICES APPENDIX A – SIGNAL WARRANT APPENDIX B – SCOPE OF WORK APPENDIX C – COUNT SHEETS APPENDIX D – LEVEL OF SERVICE CALCULATIONS 14970 Jurupa Ave Fontana 0 Traffic Impact Analysis 1 EXECUTIVE SUMMARY This Traffic Impact Analysis (TIA) has been prepared by EPD Solutions, Inc. (EPD) to assess the potential traffic-related impacts of the proposed development project. The project site consists of two parcels, totaling approximately 22.23 acres, identified by Assessor’s Parcel Numbers 0237-121-03 and 0237- 122-07. The proposed development would involve demolishing two existing industrial buildings, which currently total 27,169 square feet (SF), and constructing a new logistics and distribution facility with a total area of 492,240 SF. The new building would be designated as a High-Cube Cold Storage Warehouse, with 25% of the space (123,060 SF) allocated for cold storage and the remaining 75% (369,180 SF) dedicated to heavy warehouse use. The trip generation for the proposed Project was analyzed utilizing the Institution of Transportation Engineers (ITE) Trip Generation Manual, 11th edition. The existing site trips were calculated based on driveway counts collected over two days: Tuesday, August 27, 2024, and Wednesday, August 28, 2024. The existing site generates a total of 360 daily PCE trips, 31 AM, and 10 PM peak hour PCE trips. The proposed Project would generate a total of 1,505 daily PCE trips, 82 AM, and 88 PM peak hour PCE trips. Therefore, considering both the existing and proposed projects, the Project is forecast to generate 1,145 net new daily PCE trips, 51 net new AM, and 78 net new PM peak hour PCE trips. Intersection Analysis The following study area intersections were evaluated during the AM and PM peak hours: 1. Cherry Ave/I-10 Ramps WB (Signalized) 2. Cherry Ave/I-10 Ramps EB (Signalized) 3. Cherry Ave/Slover Ave (Signalized) 4. Live Oak Ave/Slover Ave (Signalized) 5. Project Dwy 1/Live Oak Ave (TWSC) 6. Project Dwy 2/Live Oak Ave (TWSC) 7. Jurupa Ave/Live Oak Ave (Signalized) 8. Hemlock Ave/Slover Ave (TWSC) 9. Project Dwy 3/Hemlock Ave (TWSC) 10. Project Dwy 4/Hemlock Ave (TWSC) 11. Jurupa Ave/Hemlock Ave (TWSC) AM and PM peak hour traffic operations were evaluated for the following scenarios: o Existing Conditions o Opening Year without Project Conditions o Opening Year with Project Conditions Existing Conditions Intersection Analysis Results The following four intersections would result in an unsatisfactory LOS: • Intersection #3. Cherry Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #4. Live Oak Ave/Slover Ave (LOS D during AM and PM peak hour) 14970 Jurupa Ave Fontana 1 Traffic Impact Analysis • Intersection #7. Jurupa Ave/Live Oak Ave (LOS D during AM and PM peak hour) • Intersection #8. Hemlock Ave/Slover Ave (LOS D during AM and LOS F during PM peak hour) Project Opening Year (2027) without Project Conditions Intersection Analysis Results The following five intersections would result in an unsatisfactory LOS: • Intersection #3. Cherry Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #4. Live Oak Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #7. Jurupa Ave/Live Oak Ave (LOS D during AM and PM peak hour) • Intersection #8. Hemlock Ave/Slover Ave (LOS E during AM and LOS F during PM peak hour) • Intersection #11. Jurupa Ave/Hemlock Ave (LOS D during PM peak hour) Project Opening Year (2027) Plus Project Conditions Intersection Analysis Results The following five intersections would result in an unsatisfactory LOS: • Intersection #3. Cherry Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #4. Live Oak Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #7. Jurupa Ave/Live Oak Ave (LOS D during AM and PM peak hour) • Intersection #8. Hemlock Ave/Slover Ave (LOS E during AM and LOS F during PM peak hour) • Intersection #11. Jurupa Ave/Hemlock Ave (LOS D during PM peak hour) The Project would cause an intersection effect at the following intersections, consistent with the City’s deficiency criteria: • Intersection #8. Hemlock Ave/Slover Ave (Increase of 3.4s during AM and 243.3s during PM peak hour) Recommended Improvements The following improvement will improve the intersection to a satisfactory LOS under Opening Year (2027) Plus Project Conditions: • Intersection #8. Hemlock Ave/Slover Ave o This intersection is anticipated to meet a peak hour signal warrant. o Install Traffic Signal. The signal warrant for Intersection #8 under Opening Year (2027) Plus Project conditions can be found in Appendix A. Additionally, the intersection volumes at Intersection #8 would also meet signal warrant under General Plan Buildout (2045) Plus Project conditions. The signal warrant for Intersection #8 under General Plan Buildout (2045) Plus Project conditions can be found in Appendix A. 14970 Jurupa Ave Fontana 2 Traffic Impact Analysis Project Fair Share P er the City of Fontana’s request, when a signal warrant is potentially met under General Plan Buildout (2045) Plus Project conditions, the Project would be responsible to pay fair share cost based on the Project’s fair share percentage. The fair share percentage was calculated using the formula from on the City of Fontana TIA Guidelines. The fair share percentage for recommended intersection improvement is listed below: • Intersection #8. Hemlock Ave/Slover Ave: 3.98% 14970 Jurupa Ave Fontana 3 Traffic Impact Analysis 2 INTRODUCTION The scope of work for this traffic impact analysis (TIA) was reviewed and approved by the City of Fontana and is provided in Appendix B. This TIA was prepared according to the approved scope of work using methodologies and significance criteria consistent with the City of Fontana Traffic Impact Analysis (TIA) Guidelines (October 21, 2020) and the City of Fontana General Plan. 2.1 Project Description The project site consists of two parcels, totaling approximately 22.23 acres, identified by Assessor’s Parcel Numbers 0237-121-03 and 0237-122-07. The proposed development would involve demolishing two existing industrial buildings, which currently total 27,169 square feet (SF), and constructing a new logistics and distribution facility with a total area of 492,240 SF. The new building user is speculative, but the Project is conservatively analyzed as a High-Cube Cold Storage Warehouse, with 25% of the space (123,060 SF) allocated for cold storage and the remaining 75% (369,180 SF) dedicated to heavy warehouse use. Access to the proposed project would be provided via four driveways, two on Live Oak Avenue along the western side of the site, and two on Hemlock along the eastern side of the project. The northern driveways would be accessible to trucks, while the southern driveways would be for passenger vehicles. The location of the Project is shown in Figure 2-1, Project Location, and the proposed Project site plan is shown in Figure 2-2, Project Site Plan. 14970 Jurupa Ave Fontana 4 Traffic Impact Analysis Figure 2-1: Project Location 14970 Jurupa Ave Fontana 5 Traffic Impact Analysis Figure 2-2: Project Site Plan Source: Herdman Architecture + Design 14970 Jurupa Ave Fontana 6 Traffic Impact Analysis 2.2 Study Area and Analysis Scenarios This TIA includes the analysis of two-way stop controlled (TWSC) and signalized intersections. The following intersections were included in the analysis: 1. Cherry Ave/I-10 Ramps WB (Signalized) 2. Cherry Ave/I-10 Ramps EB (Signalized) 3. Cherry Ave/Slover Ave (Signalized) 4. Live Oak Ave/Slover Ave (Signalized) 5. Project Dwy 1/Live Oak Ave (TWSC) 6. Project Dwy 2/Live Oak Ave (TWSC) 7. Jurupa Ave/Live Oak Ave (Signalized) 8. Hemlock Ave/Slover Ave (TWSC) 9. Project Dwy 3/Hemlock Ave (TWSC) 10. Project Dwy 4/Hemlock Ave (TWSC) 11. Jurupa Ave/Hemlock Ave (TWSC) The locations of the study area intersections are shown on Figure 2-3, Project Study Area. Study area intersections were evaluated during the AM and PM peak hours, which are defined as the hour with the highest traffic volumes during the 7 AM to 9 AM and 4 PM to 6 PM peak commute periods. AM and PM peak hour traffic operations were evaluated for the following scenarios: a. Existing Conditions b. Opening Year without Project Conditions c. Opening Year with Project Conditions EPD collected counts for the study intersections on Thursday, November 21, 2024 for Intersection #7, #8 and #11, and Tuesday, January 7, 2025 for Intersection #1, #2, #3, and #4. In accordance with the City of Fontana, forecasted traffic volumes for the Project Opening Year (2027) Conditions were developed by adding an ambient growth rate of two percent per year (six percent total) to all existing traffic volumes. All traffic count data is provided in Appendix C. 14970 Jurupa Ave Fontana 7 Traffic Impact Analysis Figure 2-3: Project Study Area 14970 Jurupa Ave Fontana 8 Traffic Impact Analysis 2.3 Intersection Analysis Methodology Intersection operations are evaluated using level of service (LOS), which is a measure of the delay experienced by drivers on a roadway facility. LOS A indicates free-flow traffic conditions and is generally the best operating conditions. LOS F indicates extremely congested conditions and the worst operating conditions from the driver’s perspective. In this report, LOS at signalized and unsignalized intersections is calculated using the Highway Capacity Manual (HCM), 7th Edition methodology. LOS at signalized intersections is defined in terms of the weighted average control delay for the intersection. Control delay is a measure of the increase in travel time that is experienced due to traffic signal control and is expressed in terms of average control delay per vehicle (in seconds). Control delay is determined based on the intersection geometry and volume, signal cycle length, phasing, and coordination along the arterial corridor. Table 2-1 shows the relationship between control delay and LOS. Table 2-1: Relationship Between Control Delay and LOS at Signalized Intersections LOS Delay (Seconds per Vehicle) A ≤ 10 B >10 – 20 C >20 – 35 D >35 – 55 E >55 – 80 F >80 Unsignalized intersections are categorized as either all-way stop control (AWSC) or two-way stop control (TWSC). LOS at AWSC intersections is determined by the weighted average control delay of the overall intersection. The HCM TWSC intersection methodology calculates LOS based on the delay experienced by drivers on the minor (stop-controlled) approaches to the intersection. For TWSC intersections, LOS is determined for each minor-street movement, as well as the major-street left-turns. The relationship between delay and LOS at unsignalized intersections is shown in Table 2-2. Table 2-2: Relationship Between Delay and LOS at Unsignalized Intersections LOS Delay (seconds) A 0-10 B >10 – 15 C >15 – 25 D >25 – 35 E >35 – 50 F >50 14970 Jurupa Ave Fontana 9 Traffic Impact Analysis 2.4 LOS Standard City of Fontana The City’s General Plan recommends a LOS standard of LOS C. Intersections which are forecast to operate at unsatisfactory conditions (i.e., at LOS worse than LOS C for city intersections) shall be identified as cumulatively deficient intersections. Therefore, any intersection operating at LOS D, E, or F will be considered unsatisfactory for the purposes of this analysis. Determination of deficient intersections will be 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 of significant impact identified below in Table 2- 3. Table 2-3: Thresholds of Significant Impact With Project LOS Significant Impact Threshold A/B 10.0 Seconds C 8.0 Seconds D 5.0 Seconds E 3.0 Seconds F 1.0 Seconds 14970 Jurupa Ave Fontana 10 Traffic Impact Analysis 3 BASELINE CONDITIONS This section discusses the baseline (without Project) conditions. Baseline conditions are those conditions that exist within the study area under existing conditions and conditions that are forecast to occur in the future, without the proposed Project (thus, this includes Existing Conditions and Project Opening Year (2027) Conditions. 3.1 Existing Regional Transportation System and Access The project is located on the north of Jurupa Avenue, bordered by Live Oak Avenue to the west and Hemlock Avenue to the east, in the City of Fontana. Regional access to the project site is provided via the I-15, I-10 and SR-60 freeways, while local access is provided via Jurupa Avenue, Live Oak Avenue, and Hemlock Avenue. The characteristics of each roadway are discussed below: • Interstate 15 (I-15) is a major highway in Southern California, located approximately 4 miles west of the proposed project site. I-15 serves as a critical transportation corridor, linking the project site to key cities such as San Bernardino, Riverside, and the greater Los Angeles area. The highway provides regional access and plays a significant role in facilitating both local and long-distance travel. The southern terminus of I-15 is at a junction with I-8 and State Route 15 (SR 15) in San Diego, and it extends northward through the Inland Empire and beyond, connecting various urban centers across the region. • Interstate 10 (I-10), a major transcontinental highway running from Santa Monica, California, to Jacksonville, Florida, is located approximately 1 mile north of the proposed project site. The California segment of I-10, known as the Pearl Harbor Memorial Highway, extends east from Santa Monica through Los Angeles, San Bernardino, and Palm Springs before crossing into Arizona. In the Greater Los Angeles area, I-10 is referred to as the Santa Monica and San Bernardino freeways, providing critical regional access to the project site from this key transportation corridor. • State Route 60 (SR-60) is an east-west State highway located approximately 3 mile south of the proposed project site. SR-60 connects Riverside County to Los Angeles County through San Bernardino County. 3.2 Study Area Street Network A description of the primary roadways within the study area is included below. Existing lane geometries and traffic control at the seven study intersections that currently exist are shown in Figure 3-1. Jurupa Avenue is a six-lane, divided roadway with a median, running in an east-west direction. According to the City of Fontana Community Mobility and Circulation (General Plan, Chapter 9, Table CIR-1), it is classified as a major highway, with the potential to expand to six lanes and a cross-section width of up to 132 feet. The posted speed limit on Jurupa Avenue is 45 mph, and on-street parking is prohibited on both sides of the roadway. Sidewalks are partially provided along the north and south sides of Jurupa Avenue. 14970 Jurupa Ave Fontana 11 Traffic Impact Analysis Live Oak Avenue is a two-lane, undivided roadway oriented in a north-south direction. As outlined in the City of Fontana Community Mobility and Circulation (General Plan, Chapter 9), it is classified as a collector street, currently consisting of two lanes, with the potential for future expansion to six lanes and a cross-section width of up to 80 feet. The facility does not include designated bike lanes. On-street parking and sidewalks are provided along the west side of the roadway. Hemlock Avenue is a two-lane, undivided roadway oriented in a north-south direction. As specified in the City of Fontana Community Mobility and Circulation (General Plan, Chapter 9), it is classified as a collector street, currently consisting of two lanes, with the potential for expansion to six lanes and a cross-section width of up to 80 feet. The roadway does not provide designated bike lanes. On-street parking and sidewalks are present on both sides of the roadway. Transit Connectivity There are four bus stops in proximity to the proposed project site, located on both sides of Jurupa Avenue at the intersections with Hemlock Avenue and Live Oak Avenue. These stops are served by Route 82 by Omnitrans, which provides service from Rancho Cucamonga via Jurupa Avenue in Fontana to Sierra Lakes, and operates with a service frequency of one bus per hour on a daily basis. 14970 Jurupa Ave Fontana 12 Traffic Impact Analysis Figure 3-1: Existing Lane Geometries and Traffic Control 14970 Jurupa Ave Fontana 13 Traffic Impact Analysis 3.3 Existing Traffic Volumes and Intersection Operations Turning movement counts for the AM and PM peak hours were collected for the study intersections on Thursday, November 21, 2024 for Intersection #7, #8 and #11 and Tuesday, January 7, 2025 for Intersection #1, #2, #3, and #4. Traffic count data sheets are provided in Appendix C . The existing counts were adjusted using PCE factors from the San Bernardino County Congestion Management Program. PCE factors provide an adjustment for the increased roadway capacity utilized by truck trips due to their heavier weight, larger size, and reduced maneuverability. Existing PCE AM and PM peak hour traffic volumes at the study intersections are shown in Figure 3-2 and Figure 3-3, respectively. LOS at the study area intersections was determined using the HCM methodology, as described previously in Section 2.3, Intersection Analysis Methodology. The Existing LOS at study intersections are shown in Table 3-1. All LOS calculations are provided in Appendix D. As shown in Table 3-1, all intersections operate with a satisfactory LOS C during the AM and PM peak hours under Existing Conditions except for the following four intersections: • Intersection #3. Cherry Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #4. Live Oak Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #7. Jurupa Ave/Live Oak Ave (LOS D during AM and PM peak hour) • Intersection #8. Hemlock Ave/Slover Ave (LOS D during AM and LOS F during PM peak hour) Table 3-1: Existing AM & PM Peak Hour LOS TWSC = Two Way Stop Control Delay Reported in Seconds per Vehicle LOS = Level of Service Unsatisfactory Level of Service Delay (s/veh)LOS Delay (s/veh)LOS 1. Cherry Ave/I-10 Ramps WB City of Fontana/Caltrans HCM Signal 12.6 B 13.4 B C Yes 2. Cherry Ave/I-10 Ramps EB City of Fontana/Caltrans HCM Signal 19.7 B 19.3 B C Yes 3. Cherry Ave/Slover Ave City of Fontana HCM Signal 38.3 D 39.6 D C No 4. Live Oak Ave/Slover Ave City of Fontana HCM Signal 49.3 D 50.7 D C No 5. Project Dwy 1/Live Oak Ave City of Fontana HCM TWSC - - - - C _ 6. Project Dwy 2/Live Oak Ave City of Fontana HCM TWSC - - - - C _ 7. Jurupa Ave/Live Oak Ave City of Fontana HCM Signal 42.4 D 39.4 D C No 8. Hemlock Ave/Slover Ave City of Fontana HCM TWSC 31.9 D 148.9 F C No 9. Project Dwy 3/Hemlock Ave City of Fontana HCM TWSC - - - - C _ 10. Project Dwy 4/Hemlock Ave City of Fontana HCM TWSC - - - - C _ 11. Jurupa Ave/Hemlock Ave City of Fontana HCM TWSC 16.4 C 22.7 C C Yes LOS Standards Satisfactory?AM Peak PM Peak Existing Conditions Intersection Jurisdiction Methodology Control Type 14970 Jurupa Ave Fontana 14 Traffic Impact Analysis Figure 3-2: Existing AM Peak Hour Traffic Volumes in PCE 14970 Jurupa Ave Fontana 15 Traffic Impact Analysis Figure 3-3: Existing PM Peak Hour Traffic Volumes in PCE 14970 Jurupa Ave Fontana 16 Traffic Impact Analysis 3.4 Project Opening Year (2027) without Project Volumes and Intersection Operations Project Opening Year (2027) without Project traffic volumes were developed by applying a growth rate of two percent per year (six percent total) to the existing traffic volumes. Project Opening Year (2027) without Project AM & PM traffic volumes are illustrated in Figures 3-4 and 3-5, respectively. LOS at the study area intersections was determined using the HCM methodology, described previously in Section 2.3, Intersection Analysis Methodology. Table 3-2 below shows the Project Opening Year (2027) without Project AM and PM peak hour LOS at study intersections. All LOS calculations are provided in Appendix D . As shown in Table 3-2, all intersections operate with a satisfactory LOS during the AM and PM peak hours under Project Opening Year (2027) without Project Conditions except for the following five intersections: • Intersection #3. Cherry Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #4. Live Oak Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #7. Jurupa Ave/Live Oak Ave (LOS D during AM and PM peak hour) • Intersection #8. Hemlock Ave/Slover Ave (LOS E during AM and LOS F during PM peak hour) • Intersection #11. Jurupa Ave/Hemlock Ave (LOS D during PM peak hour) Table 3-2: Project Opening Year (2027) without Project AM & PM Peak Hour LOS TWSC = Two Way Stop Control Delay Reported in Seconds per Vehicle LOS = Level of Service Unsatisfactory Level of Service Delay (s/veh)LOS Delay (s/veh)LOS 1. Cherry Ave/I-10 Ramps WB City of Fontana/Caltrans HCM Signal 13.0 B 13.7 B C Yes 2. Cherry Ave/I-10 Ramps EB City of Fontana/Caltrans HCM Signal 20.4 C 20.2 C C Yes 3. Cherry Ave/Slover Ave City of Fontana HCM Signal 39.1 D 41.0 D C No 4. Live Oak Ave/Slover Ave City of Fontana HCM Signal 51.3 D 52.4 D C No 5. Project Dwy 1/Live Oak Ave City of Fontana HCM TWSC - - - - C _ 6. Project Dwy 2/Live Oak Ave City of Fontana HCM TWSC - - - - C _ 7. Jurupa Ave/Live Oak Ave City of Fontana HCM Signal 44.5 D 41.6 D C No 8. Hemlock Ave/Slover Ave City of Fontana HCM TWSC 38.1 E 250.6 F C No 9. Project Dwy 3/Hemlock Ave City of Fontana HCM TWSC - - - - C _ 10. Project Dwy 4/Hemlock Ave City of Fontana HCM TWSC - - - - C 11. Jurupa Ave/Hemlock Ave City of Fontana HCM TWSC 17.5 C 25.1 D C No Opening Year Conditions LOS Standards Satisfactory?AM Peak PM PeakIntersectionJurisdictionMethodologyControl Type 14970 Jurupa Ave Fontana 17 Traffic Impact Analysis Figure 3-4: Project Opening Year (2027) without Project AM Peak Hour Volumes in PCE 14970 Jurupa Ave Fontana 18 Traffic Impact Analysis Figure 3-5: Project Opening Year (2027) without Project PM Peak Hour Volumes in PCE 14970 Jurupa Ave Fontana 19 Traffic Impact Analysis 4 PROPOSED PROJECT 4.1 Project Trip Generation The trip generation for the proposed Project was analyzed utilizing the Institution of Transportation Engineers (ITE) Trip Generation Manual, 11th edition. The Project trip generation is shown in Table 4-1. The existing site trips were calculated based on driveway counts collected over two days: Tuesday, August 27, 2024, and Wednesday, August 28, 2024. The existing site generates a total of 360 daily PCE trips, 31 AM, and 10 PM peak hour PCE trips. Traffic count data sheets are provided in Appendix C. The proposed building was analyzed as a 492,240 SF High-Cube Cold Storage Warehouse (ITE Land Use Code 157). The proposed building was then divided into two sections: 25% (123,060 SF) for a cold storage warehouse and 75% (369,180 SF) for a heavy warehouse. For the cold storage warehouse section, the passenger vehicle and the truck rate were obtained from the SCAQMD vehicle split with cold storage. For the heavy warehouse section, the passenger vehicle and truck rates were obtained from the City of Fontana Truck Trip Generation study. As shown in Table 4-1 , the proposed Project would generate a total of 1,505 daily PCE trips, 82 AM, and 88 PM peak hour PCE trips. Therefore, considering both the existing and proposed projects, the Project is forecast to generate 1,145 net new daily PCE trips, 51 net new AM, and 78 net new PM peak hour PCE trips. The project trip generation was compared to the approved 546,961 SF land use that was analyzed as General Light Industrial in the Southwest Industrial Park (SWIP) Traffic Analysis 1 from the SWIP Environmental Impact Report (EIR), to show that to it generates equal or less trips than what was assumed in the SWIP EIR. As shown in Table 4-2, the Project is estimated to generate approximately 1,550 (1,941 PCE) fewer net daily trips, including 340 (440 PCE) fewer net trips during the AM peak hour and 286 (370 PCE) fewer net trips during the PM peak hour compared to the SWIP EIR. 1 Southwest Industrial Park Project Traffic Analysis, RBF Consulting, September 29, 2011. 14970 Jurupa Ave Fontana 20 Traffic Impact Analysis 4.2 Project Trips Project trips were distributed to the study area intersections based on the location of the Project and logical routes of travel to and from the site. The trip distribution for the proposed Project for auto and truck trips are shown in Figures 4-1 and Figure 4-2, respectively. Project trips were assigned to the study area intersections by multiplying the proposed Project trip generation by the trip distribution percentage for auto and truck, while taking credit for existing site trip assignments at each study intersection, as shown below: • The existing site trip assignments for the AM and PM peak hours are shown in Figure 4-3 and Figure 4-4, respectively. • The Project auto trip assignments for the AM and PM peak hours are shown in Figure 4-5 and Figure 4-6, respectively. • The Project truck trip assignments for the AM and PM peak hour are shown in Figure 4-7 and Figure 4-8 , respectively. 14970 Jurupa Ave Fontana 21 Traffic Impact Analysis Table 4-1: Project Trip Generation 14970 Jurupa Ave Fontana 22 Traffic Impact Analysis Table 4-2: Project Trip Generation Compared to SWIP Land Use Units Daily In Out Total In Out Total Trip Rates 110 - Genral Light Industrial1 TSF 4.87 0.65 0.09 0.74 0.09 0.56 0.65 157 - High-Cube Cold Storage Warehouse2 TSF 2.12 0.08 0.03 0.11 0.03 0.09 0.12 Approved Trip Generation Analyzed Southwest Industrial Park Specific Plan EIR1 532.587 TSF 2594 347 47 394 49 297 346 Vehicle Mix 3 Percent Passenger Vehicles 78.60% 2039 273 37 310 39 234 273 2-Axle Trucks 8.00% 208 28 4 32 4 24 28 3-Axle Trucks 3.90% 101 14 2 16 2 11 13 4+-Axle Trucks 9.50% 246 32 4 36 4 28 32 100% 2594 347 47 394 49 297 346 PCE Trip Generation 4 PCE Factor Passenger Vehicles 1.0 2039 273 37 310 39 234 273 2-Axle Trucks 2.0 416 56 8 64 8 48 56 3-Axle Trucks 2.5 253 35 5 40 5 28 33 4+-Axle Trucks 3.0 738 96 12 108 12 84 96 Total PCE Trip Generation 3446 460 62 522 64 394 458 Total Approved SWIP Trip Generation 2594 347 47 394 49 297 346 Total Approved SWIP PCE Trip Generation 3446 460 62 522 64 394 458 Proposed Project Trip Generation Proposed High-Cube Cold Storage Warehouse2 492.240 TSF 1044 41 13 54 17 43 60 1) Cold Storage Warehouse (25%)123.060 TSF 261 10 3 13 4 11 15 Vehicle Mix 5 Percent Passenger Vehicles 55.30% 145 6 2 8 2 6 8 2-Axle Trucks 15.50% 40 2 0 2 1 2 3 3-Axle Trucks 4.90% 13 1 0 1 0 0 0 4+-Axle Trucks 24.30% 63 2 1 3 1 3 4 100% 261 11 3 14 4 11 15 PCE Trip Generation 4 PCE Factor Passenger Vehicles 1.0 145 6 2 8 2 6 8 2-Axle Trucks 2.0 80 4 0 4 2 4 6 3-Axle Trucks 2.5 33 3 0 3 0 0 0 4+-Axle Trucks 3.0 189 6 3 9 3 9 12 Total PCE Trip Generation 447 19 5 24 7 19 26 2) Heavy Warehouse (75%)369.180 TSF 783 31 10 41 13 32 45 Vehicle Mix 6 Percent Passenger Vehicles 79.57% 623 25 7 32 10 25 35 2-Axle Trucks 3.46% 27 1 0 1 0 2 2 3-Axle Trucks 4.64% 36 1 1 2 1 1 2 4+-Axle Trucks 12.33% 97 4 2 6 2 4 6 100% 783 31 10 41 13 32 45 PCE Trip Generation 4 PCE Factor Passenger Vehicles 1.0 623 25 7 32 10 25 35 2-Axle Trucks 2.0 54 2 0 2 0 4 4 3-Axle Trucks 2.5 90 3 3 6 3 2 5 4+-Axle Trucks 3.0 291 12 6 18 6 12 18 Total PCE Trip Generation 1058 42 16 58 19 43 62 Total New Trip Generation 1044 41 13 54 17 43 60 Total New PCE Trip Generation 1505 61 21 82 26 62 88 Net New Trip Generation -1550 -306 -34 -340 -32 -254 -286 Net New PCE Trip Generation -1941 -399 -41 -440 -38 -332 -370 TSF = Thousand Square Feet PCE = Passenger Car Equivalent 2 Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 157 - High-Cube Cold Storage Warehouse, incorporating inbound and outbound rates from Code 154. AM Peak Hour PM Peak Hour 1 Trip rates from the Institute of Transportation Engineers, Trip Generation Manual,11th Edition, 2021. Land Use Code 110 - General Light Industrial. 3 Vehicle Mix from the City of Fontana, Truck Trip Generation Study, August 2003. Classification: Light Industrial. 5 Vehicle Mix from the Warehouse Truck Trip Study Data Results and Usage, July 17, 2014. With Cold Storage 6 Vehicle Mix from the City of Fontana, Truck Trip Generation Study, August 2003. Classification: Heavy Warehouse. * The table might contain minor rounding errors due to multiple rates and or percentages being applied. Priority was placed on the total trips and total PCE trips. The minor rounding errors would not impact the overall analysis. 4 Passenger Car Equivalent (PCE) factors from City of Fontana's Traffic Impact Analysis (TIA) Guidelines, October 2020. 14970 Jurupa Ave Fontana 23 Traffic Impact Analysis Figure 4-1: Project Trip Distribution (Auto) 14970 Jurupa Ave Fontana 24 Traffic Impact Analysis Figure 4-2: Project Trip Distribution (Truck) 14970 Jurupa Ave Fontana 25 Traffic Impact Analysis Figure 4-3: Existing Site AM Peak Hour Auto Trip Assignment 14970 Jurupa Ave Fontana 26 Traffic Impact Analysis Figure 4-4: Existing Site PM Peak Hour Auto Trip Assignment 14970 Jurupa Ave Fontana 27 Traffic Impact Analysis Figure 4-5: Project AM Peak Hour Auto Trip Assignment 14970 Jurupa Ave Fontana 28 Traffic Impact Analysis Figure 4-6: Project PM Peak Hour Auto Trip Assignment 14970 Jurupa Ave Fontana 29 Traffic Impact Analysis Figure 4-7: Project AM Peak Hour Truck Trip Assignment in PCE 14970 Jurupa Ave Fontana 30 Traffic Impact Analysis Figure 4-8: Project PM Peak Hour Truck Trip Assignment in PCE 14970 Jurupa Ave Fontana 31 Traffic Impact Analysis 5 BASELINE PLUS PROJECT CONDITIONS 5.1 Opening Year (2027) Plus Project Traffic Volumes and Intersection Operations The following intersections would be constructed with the completion of the project: 5. Project Dwy 1/Live Oak Ave (TWSC) 6. Project Dwy 2/Live Oak Ave (TWSC) 9. Project Dwy 3/Hemlock Ave (TWSC) 10. Project Dwy 4/Hemlock Ave (TWSC) Post-Project Completion Intersection Lane Configuration and Traffic Control Lane geometries and traffic control are shown in Figure 5-1. The Opening Year (2027) Plus Project traffic volumes were developed by adding the Project’s trip assignment to the Project Opening Year (2027) without Project traffic volumes. The AM peak hour and PM peak hour traffic volumes for this scenario are shown in Figure 5-2 and Figure 5-3, respectively. LOS at the study area intersections was determined using the HCM methodology, as described previously in Section 2.3, Intersection Analysis Methodology. The Opening Year (2027) Plus Project LOS at the study intersections are shown in Table 5-1, Opening Year (2027) Plus Project AM & PM Peak Hour LOS. All LOS calculations are provided in Appendix D. As shown in Table 5-1, all intersections operate with a satisfactory LOS during the AM and PM peak hours under the Opening Year (2027) Plus Project C onditions except the following five intersections: • Intersection #3. Cherry Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #4. Live Oak Ave/Slover Ave (LOS D during AM and PM peak hour) • Intersection #7. Jurupa Ave/Live Oak Ave (LOS D during AM and PM peak hour) • Intersection #8. Hemlock Ave/Slover Ave (LOS E during AM and LOS F during PM peak hour) • Intersection #11. Jurupa Ave/Hemlock Ave (LOS D during PM peak hour) Table 5-1 also indicates that under the Opening Year (2027) Plus Project Conditions, the delay at the following intersections during the AM and PM peak hours is either not increased or increased by less than the thresholds of s ignificant impact, as described previously in Section 2.4, 2.4 Significance Criteria: • Intersection #3. Cherry Ave/Slover Ave (Increase of 0.6s during AM and 0.4s during PM peak hour) • Intersection #4. Live Oak Ave/Slover Ave (Increase of 0.1s during AM and 0.1s during PM peak hour) • Intersection #7. Jurupa Ave/Live Oak Ave (Increase of 0s during AM and 0s during PM peak hour) • Intersection #11. Jurupa Ave/Hemlock Ave (Increase of 0.2s during AM and 0.1s during PM peak hour) However, the delay at the following intersection during the PM peak hours increases the average delay at the intersection by more than the thresholds of significant impact: 14970 Jurupa Ave Fontana 32 Traffic Impact Analysis • Intersection #8. Hemlock Ave/Slover Ave (Increase of 3.4s during AM and 243.3s during PM peak hour) Recommended improvements for the significantly impacted intersection can be found in Section 6. 14970 Jurupa Ave Fontana 33 Traffic Impact Analysis Table 5-1: Opening Year (2027) Plus Project AM & PM Peak Hour LOS TWSC = Two Way Stop Control Delay Reported in Seconds per Vehicle LOS = Level of Service Unsatisfactory Level of Service Delay (s/veh)LOS Delay (s/veh)LOS Delay (s/veh)LOS Delay (s/veh)LOS 1. Cherry Ave/I-10 Ramps WB City of Fontana/Caltrans HCM Signal 13.0 B 13.7 B 13.0 B 13.8 B 0.0 0.1 C No 2. Cherry Ave/I-10 Ramps EB City of Fontana/Caltrans HCM Signal 20.4 C 20.2 C 20.4 C 20.3 C 0.0 0.1 C No 3. Cherry Ave/Slover Ave City of Fontana HCM Signal 39.1 D 41.0 D 39.7 D 41.4 D 0.6 0.4 C No 4. Live Oak Ave/Slover Ave City of Fontana HCM Signal 51.3 D 52.4 D 51.4 D 52.5 D 0.1 0.1 C No 5. Project Dwy 1/Live Oak Ave City of Fontana HCM TWSC - - - -7.2 A 8.4 A - - C No 6. Project Dwy 2/Live Oak Ave City of Fontana HCM TWSC - - - -8.7 A 8.6 A - - C No 7. Jurupa Ave/Live Oak Ave City of Fontana HCM Signal 44.5 D 41.6 D 44.5 D 41.6 D 0.0 0.0 C No 8. Hemlock Ave/Slover Ave City of Fontana HCM TWSC 38.1 E 250.6 F 41.5 E 493.9 F 3.4 243.3 C Yes 9. Project Dwy 3/Hemlock Ave City of Fontana HCM TWSC - - - -8.6 A 8.6 A - - C No 10. Project Dwy 4/Hemlock Ave City of Fontana HCM TWSC - - - -8.6 A 8.6 A - - C No 11. Jurupa Ave/Hemlock Ave City of Fontana HCM TWSC 17.5 C 25.1 D 17.7 C 25.2 D 0.2 0.1 C No Significant?AM Peak PM Peak Opening Year Plus Project Conditions AM Peak Increase in Delay AM Peak PM Peak PM Peak Opening Year Conditions LOS StandardsIntersectionJurisdictionMethodologyControl Type 14970 Jurupa Ave Fontana 34 Traffic Impact Analysis Figure 5.1 Post-Project Completion Intersection Lane Configuration and Traffic Control 14970 Jurupa Ave Fontana 35 Traffic Impact Analysis Figure 5-2: Opening Year (2027) Plus Project AM Peak Hour Volumes in PCE 14970 Jurupa Ave Fontana 36 Traffic Impact Analysis Figure 5-3: Opening Year (2027) Plus Project PM Peak Hour Volumes in PCE 14970 Jurupa Ave Fontana 37 Traffic Impact Analysis 6 RECOMMENDATIONS FOR IMPROVEMENTS AND PROJECT FAIR SHARE 6.1 Recommendations for LOS Improvements Development of the proposed Project would result in significant LOS impact at the following intersection under Opening Year (2027) Plus Project conditions: • Intersection #8. Hemlock Ave/Slover Ave (Increase of 3.4s during AM and 243.3s during PM peak hour) As shown in Table 6.1, the following improvement will improve the intersection to a satisfactory LOS under Opening Year (2027) Plus Project Conditions: • Intersection #8. Hemlock Ave/Slover Ave o This intersection is anticipated to meet a peak hour signal warrant. o Install Traffic Signal. The signal warrant for Intersection #8 under Opening Year (2027) Plus Project conditions can be found in Appendix A. Additionally, the intersection volumes at Intersection #8 would also meet signal warrant under General Plan Buildout (2045) Plus Project conditions. General Plan Buildout (2045) conditions traffic volumes were developed by applying a compounded growth rate of two percent per year (51.6 percent total) to the existing traffic volumes. The signal warrant for Intersection #8 under General Plan Buildout (2045) Plus Project conditions can be found in Appendix A. 14970 Jurupa Ave Fontana 38 Traffic Impact Analysis 6.2 Project Fair Share P er the City of Fontana’s request, when a signal warrant is potentially met under General Plan Buildout (2045) Plus Project conditions, the Project would be responsible to pay fair share cost based on the Project’s fair share percentage in the highest peak hour for the potential traffic signal that would be installed at the intersection under General Plan Buildout (2045) Plus Project conditions. The Project’s fair share percentage for each recommended improvement is identified in Table 6.2 below. The percentage of Project fair share at affected intersections was calculated using the following formula based on the City of Fontana TIA Guidelines: The sum of Project trips and future development trips is calculated by the total trips at the intersection under General Plan Buildout (2045) Conditions Plus Project conditions minus by the total existing traffic, which is the net increase in traffic volume under the General Plan Buildout (2045) Plus Project Conditions as a result of the proposed Project and all other proposed future development projects. As shown Table 6.2, the fair share percentage for the recommended intersection improvements is: • Intersection #8. Hemlock Ave/Slover Ave: 3.98% 14970 Jurupa Ave Fontana 39 Traffic Impact Analysis Table 6.1: Opening Year (2027) Plus Project AM & PM Peak Hour LOS With Improvements TWSC = Two Way Stop Control Delay Reported in Seconds per Vehicle LOS = Level of Service Unsatisfactory Level of Service Table 6.2: General Plan Buildout (2045) Plus Project Conditions Project Fair Share Delay (s/veh)LOS Delay (s/veh)LOS Delay (s/veh)LOS Delay (s/veh)LOS Delay (s/veh)LOS Delay (s/veh)LOS 8. Hemlock Ave/Slover Ave TWSC 38.1 E 250.6 F 41.5 E 493.9 F 3.4 243.3 This intersection is anticipated to meet a peak hour signal warrant. Install Traffic Signal. 16.8 B 19.7 B -21.3 -230.9 Improvement under Opening Year Plus Project Conditions Opening Year Plus Project Conditions with Improvements Increase in Delay AM Peak PM Peak AM Peak PM Peak Opening Year Plus Project Conditions Increase in Delay AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak Opening Year Conditions Intersection Control Type Project Traffic Existing Traffic Total General Plan Year + Project Traffic Total General Plan Year + Project Traffic- Existing Traffic Fair Share Project Traffic Existing Traffic Total General Plan Year + Project Traffic Total General Plan Year + Project Traffic- Existing Traffic Fair Share 8.Hemlock Ave/Slover Ave 29 1,356 2,085 729 3.98%31 1,919 2,941 1,022 3.03% Intersection AM Peak PM Peak 14970 Jurupa Ave Fontana Traffic Impact Analysis APPENDIX A – SIGNAL WARRANT Opening Year (2027) Plus Project Conditions Intersection #8 Hemlock Avenue/Slover Avenue Signal Warrant Analysis Warrant 3: Peak Hour Volume (Warrant Met) MUTCD Guidance: The need for a traffic control signal shall be considered if an engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only) for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4C-3 for the existing combination of approach lanes. - For the AM peak hour, 1,350 vehicles (major street – total of both approaches) and 100 vehicles (minor street – higher volume approach) would utilize the intersection. As shown in Figure 4C-3 – Warrant 3, Peak Hour (AM), the volume corresponding point falls below the threshold curve. Therefore, this criteria is not met for the AM peak hour. - For the PM peak hour, 1,893 vehicles (major street – total of both approaches) and 109 vehicles (minor street – higher volume approach) would utilize the intersection. As shown in Figure 4C-3 – Warrant 3, Peak Hour (PM), the volume corresponding point falls below the threshold curve. Therefore, this criteria is met for the PM peak hour. (AM) Warrant 6: Coordinated Signal System (Warrant Not Met) CAMUTCD Guidance: Progressive movement in a coordinated signal system sometimes necessitates installing traffic control signals at intersections where they would not otherwise be needed in order to maintain proper platooning of vehicles. The need for a traffic control signal shall be considered if an engineering study finds that one of the following criteria is met: A. On a one-way street or a street that has traffic predominantly in one direction, the adjacent traffic control signals are so far apart that they do not provide the necessary degree of vehicular platooning. B. On a two-way street, adjacent traffic control signals do not provide the necessary degree of platooning and the proposed and adjacent traffic control signals will collectively provide a progressive operation. The Coordinated Signal System signal warrant should not be applied where the resultant spacing of traffic control signals would be less than 1,000 feet. The study intersection is not contained in a coordinated traffic signal system, and therefore does not need to provide a necessary degree of vehicle platooning. Therefore, this criterion is not met. Warrant 7: Crash Experience (Warrant Not Met) CAMUTCD Guidance: The Crash Experience signal warrant conditions are intended for application where the severity and frequency of crashes are the principal reasons to consider installing a traffic control signal. The need for a traffic control signal shall be considered if an engineering study finds that all of the following criteria are met: (PM) A. Adequate trial of alternatives with satisfactory observance and enforcement has failed to reduce the crash frequency; and B. Five or more reported crashes of types susceptible to correction by a traffic control signal, have occurred within a 12-month period, each crash involving personal injury or property damage apparently exceeding the applicable requirements for a reportable crash; and C. For each of any 8 hours of an average day, the vehicles per hour (vph) given in both of the 80 percent columns of Condition A in Table 4C-1 (see Section 4C.02), or the vph in both of the 80 percent columns of Condition B in Table 4C-1 exists on the major-street and the higher-volume minor-street approach, respectively, to the intersection, or the volume of pedestrian traffic is not less than 80 percent of the requirements specified in the Pedestrian Volume warrant. These major- street and minor-street volumes shall be for the same 8 hours. On the minor street, the higher volume shall not be required to be on the same approach during each of the 8 hours. Crash data was obtained through the Transportation Injury Mapping System (TIMS) provided by the University of California – Berkeley between January 1, 2019, and March 31, 2025, as provided below, at the intersection of Hemlock Ave/Slover Ave. There were 5 total crashes including 1 fatality at this intersection during this period. However, the greatest number of crashes occurring within a 12-month period is three, which is below the requirement of five or more reported crashes. Therefore, this warrant is not met. Peak Hour Signal Warrant Analysis #8. Hemlock Ave/Slover Ave General Plan Year With Project Traffic Conditions AM/PM Peak Hour (Warrant Met) Warrant 3: MUTCD Guidance: The need for a traffic control signal shall be considered if an engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only) for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4C-3 for the existing combination of approach lanes. - For the AM peak hour, 1,927 vehicles (major street – total of both approaches) and 138 vehicles (minor street – higher volume approach) would utilize the intersection. As shown in Figure 4C-3 – Warrant 3, Peak Hour (AM), the volume corresponding point falls below the threshold curve. Therefore, this criteria is met. - For the PM peak hour, 2,706 vehicles (major street – total of both approaches) and 147 vehicles (minor street – higher volume approach) would utilize the intersection. As shown in Figure 4C-3 – Warrant 3, Peak Hour (PM), the volume corresponding point falls above the threshold curve. Therefore, this criteria is met. (AM) (PM) 14970 Jurupa Ave Fontana Traffic Impact Analysis APPENDIX B – SCOPE OF WORK 14970 Jurupa Ave Fontana Traffic Impact Analysis APPENDIX C – COUNT SHEETS 42524 DATE:CITY:Fontana JOB #:SC4852 LOCATION:CLASS1 Project Driveway 1 north of Jurupa Ave AM PM TIME 123456TOTAL Time 123456TOTAL 0:00 0000000 12:00 0002002 0:15 0000000 12:15 0101002 0:30 0000000 12:30 0101002 0:45 0000000 12:45 0100001 1:00 0000000 13:00 0002002 1:15 6000006 13:15 0002002 1:30 2000002 13:30 80020010 1:45 0000000 13:45 5102008 2:00 0000000 14:00 3001004 2:15 2000002 14:15 0102003 2:30 0000000 14:30 2000002 2:45 0000000 14:45 3000003 3:00 0000000 15:00 1100002 3:15 0000000 15:15 3000003 3:30 0000000 15:30 4000004 3:45 0000000 15:45 3000003 4:00 0000000 16:00 0100001 4:15 5000005 16:15 0100001 4:30 5001006 16:30 0100001 4:45 80020010 16:45 1100002 5:00 0003003 17:00 0000000 5:15 0004004 17:15 0000000 5:30 0005005 17:30 0000000 5:45 0003003 17:45 0000000 6:00 0003003 18:00 0100001 6:15 0002002 18:15 0000000 6:30 0001001 18:30 0000000 6:45 0001001 18:45 0000000 7:00 0000000 19:00 0000000 7:15 0003003 19:15 0000000 7:30 0100001 19:30 0001001 7:45 0202004 19:45 1001002 8:00 0100001 20:00 3001004 8:15 1000001 20:15 3001004 8:30 2000002 20:30 0000000 8:45 1000001 20:45 1000001 9:00 0001001 21:00 0001001 9:15 1002003 21:15 0000000 9:30 1101003 21:30 1001002 9:45 1200003 21:45 0000000 10:00 0001001 22:00 0000000 10:15 3001004 22:15 0000000 10:30 1101003 22:30 0000000 10:45 0200002 22:45 0000000 11:00 0000000 23:00 0000000 11:15 0104005 23:15 0000000 11:30 1102004 23:30 0000000 11:45 0000000 23:45 0000000 TOTAL 40 12 0 43 0 0 95 TOTAL 42 11 0 21 0 0 74 AM PEAK HOUR 4:15 AM AM PEAK HOUR 1:30 PM AM PEAK VOLUME 24 AM PEAK VOLUME 25 CLASS 1 PASSENGER VEHICLES TOTAL: AM+PM 82 23 0 64 0 0 169 CLASS 2 2-AXLE TRUCKS % OF TOTAL 48.5% 13.6% 0.0% 37.9% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS CLASS 4 4 OR MORE AXLE TRUCKS CLASS 5 RV CLASS 6 Buses 24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION) Prepared by AimTD LLC tel. 714 253 7888 cs@aimtd.com Tuesday, August 27, 2024 COMBINED COMBINED A31224 DATE:CITY:Fontana JOB #:SC4852 LOCATION:CLASS1 Project Driveway 1 north of Jurupa Ave AM PM TIME 123456TOTAL Time 123456TOTAL 0:00 0000000 12:00 0100001 0:15 1000001 12:15 2102005 0:30 1000001 12:30 0001001 0:45 0000000 12:45 1003004 1:00 0000000 13:00 1101003 1:15 0000000 13:15 1000001 1:30 2000002 13:30 100020012 1:45 4000004 13:45 3101005 2:00 2000002 14:00 1201004 2:15 1000001 14:15 0101002 2:30 1000001 14:30 2101004 2:45 0000000 14:45 4102007 3:00 0000000 15:00 4200006 3:15 0000000 15:15 1211005 3:30 0000000 15:30 4000004 3:45 0000000 15:45 1010002 4:00 0000000 16:00 0000000 4:15 5000005 16:15 0000000 4:30 4001005 16:30 0000000 4:45 90030012 16:45 0100001 5:00 0003003 17:00 0000000 5:15 0005005 17:15 1000001 5:30 0003003 17:30 0001001 5:45 0011002 17:45 0000000 6:00 0015006 18:00 0000000 6:15 0001001 18:15 0000000 6:30 0003003 18:30 0001001 6:45 0002002 18:45 0001001 7:00 0003003 19:00 0000000 7:15 0012003 19:15 0001001 7:30 0100001 19:30 0000000 7:45 0010001 19:45 0000000 8:00 1102004 20:00 2000002 8:15 2202006 20:15 2001003 8:30 2101004 20:30 1000001 8:45 0102003 20:45 0000000 9:00 0001001 21:00 0001001 9:15 1111004 21:15 0000000 9:30 0001001 21:30 0000000 9:45 0210003 21:45 0000000 10:00 0013004 22:00 1001002 10:15 0003003 22:15 0000000 10:30 0012003 22:30 0000000 10:45 1002003 22:45 0000000 11:00 1100002 23:00 0000000 11:15 0001001 23:15 0000000 11:30 0101002 23:30 0000000 11:45 0103004 23:45 0000000 TOTAL 38 12 8 57 0 0 115 TOTAL 42 14 2 23 0 0 81 AM PEAK HOUR 4:30 AM AM PEAK HOUR 1:30 PM AM PEAK VOLUME 25 AM PEAK VOLUME 23 CLASS 1 PASSENGER VEHICLES TOTAL: AM+PM 80 26 10 80 0 0 196 CLASS 2 2-AXLE TRUCKS % OF TOTAL 40.8% 13.3% 5.1% 40.8% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS CLASS 4 4 OR MORE AXLE TRUCKS CLASS 5 RV CLASS 6 Buses 24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION) Prepared by AimTD LLC tel. 714 253 7888 cs@aimtd.com Wednesday, August 28, 2024 COMBINED COMBINED T020624 DATE:LOCATION:PROJECT #:SC5041 Thu, Nov 21, 24 NORTH & SOUTH:LOCATION #:1 EAST & WEST:CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 1 0 1 1 1 1 3 0 1 3 0 0 0 0 0 7:00 AM 6 7 48 2 1 4 1 68 3 43 111 3 297 0 0 0 0 0 7:15 AM 3 14 66 2 7 2 2 104 1 71 169 7 448 0 0 1 0 1 7:30 AM 4 14 82 2 13 6 4 85 3 88 158 8 467 0 0 1 0 1 7:45 AM 7 19 89 4 6 5 4 89 5 71 166 9 474 0 0 0 1 1 8:00 AM 6 15 100 3 7 6 6 100 3 57 143 5 451 0 0 0 1 1 8:15 AM 13 14 94 5 9 6 4 98 6 57 153 4 463 0 0 0 2 2 8:30 AM 4 10 68 5 9 5 1 102 3 37 108 3 355 0 0 0 2 2 8:45 AM 5 10 44 2 4 5 0 71 0 29 96 4 270 0 0 1 0 1 VOLUMES 48 103 591 25 56 39 22 717 24 453 1,104 43 3,234 0 0 3 6 9 APPROACH %6%14%80%21%47%33%3%94%3%28%69%3% APP/DEPART 742 /168 120 /533 766 /1,339 1,606 /1,194 0 BEGIN PEAK HR VOLUMES 30 62 365 14 35 23 18 372 17 273 620 26 1,860 0 0 1 4 APPROACH %7%14%80%19%49%32%4%91%4%30%67%3% PEAK HR FACTOR 0.944 0.857 0.936 0.908 0.979 APP/DEPART 457 /106 72 /325 408 /755 923 /674 0 4:00 PM 2 8 88 4 13 2 12 304 5 73 120 11 642 0 0 1 2 3 4:15 PM 0 11 99 13 4 6 7 244 2 64 133 7 590 0 0 0 4 4 4:30 PM 4 18 92 13 11 2 2 241 3 53 118 5 562 0 0 0 2 2 4:45 PM 1 11 98 6 12 4 5 281 3 68 122 4 615 0 0 1 0 1 5:00 PM 4 13 108 7 8 1 4 273 6 65 130 1 620 0 0 1 0 1 5:15 PM 2 9 83 8 20 2 2 236 7 50 94 3 516 0 0 0 1 1 5:30 PM 6 10 98 3 7 3 8 229 7 41 101 1 514 0 0 0 1 1 5:45 PM 3 12 82 1 6 3 2 241 5 60 119 1 535 0 0 1 3 4 VOLUMES 22 92 748 55 81 23 42 2,049 38 474 937 33 4,611 0 0 4 13 17 APPROACH %3%11%87%35%51%14%2%96%2%33%64%2% APP/DEPART 862 /167 159 /593 2,133 /2,865 1,457 /986 0 BEGIN PEAK HR VOLUMES 7 48 377 36 40 14 26 1,070 13 258 493 27 2,419 0 0 2 8 APPROACH %2%11%87%40%44%16%2%96%1%33%63%3% PEAK HR FACTOR 0.947 0.865 0.863 0.945 0.938 APP/DEPART 432 /101 90 /311 1,111 /1,491 786 /516 0 Live Oak Ave NORTH LEG Jurupa Ave WEST LEG EAST LEG Jurupa Ave SOUTH LEG Live Oak Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana Live Oak Ave Jurupa Ave U-TURNS Live Oak Ave Live Oak Ave Jurupa Ave Jurupa Ave 279 62 137 80 TOTAL 335 159 23 81 55 PM 167 120 39 56 25 AM 168 1, 6 0 6 1, 4 5 7 3, 0 6 3 2, 1 8 0 98 6 1, 1 9 4 43 33 76 1, 1 0 4 93 7 2, 0 4 1 TO T A L PM AM 45 3 47 4 92 7 64 42 22 AM PM TO T A L 2, 7 6 6 2, 0 4 9 71 7 62 38 24 1, 3 3 9 2, 8 6 5 4, 2 0 4 2, 8 9 9 2, 1 3 3 76 6 533 AM 48 103 591 742 593 PM 22 92 748 862 1,126 TOTAL 70 195 1,339 1,604 162 37 75 50 TOTAL 207 90 14 40 36 PM 101 72 23 35 14 AM 106 92 3 78 6 1, 7 0 9 1, 1 9 0 51 6 67 4 26 27 53 62 0 49 3 1, 1 1 3 TO T A L PM AM AM 7:30 AM 8:45 AM 27 3 25 8 53 1 44 26 18 #N/A AM PM TO T A L 1, 4 4 2 1, 0 7 0 37 2 PM 4:00 PM 3:45 PM 30 13 17 75 5 1, 4 9 1 2, 2 4 6 1, 5 1 9 1, 1 1 1 40 8 325 AM 30 62 365 457 311 PM 7 48 377 432 636 Total 37 110 742 889 Live Oak Ave AimTD LLC TURNING MOVEMENT COUNTS Live Oak Ave Ju r u p a A v e Ju r u p a A v e ALL HOURS Live Oak Ave Live Oak Ave Ju r u p a A v e Ju r u p a A v e PEAK HOUR Fontana SC5041 DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Live Oak Ave LOCATION #:1 THURSDAY EAST & WEST:Jurupa Ave CONTROL:SIGNAL NOTES:AM ▲ PCE Class 1 2 3 4 5 6 PM N Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 1 0 1 1 1 1 3 0 1 3 0 7:00 AM 6 7 50 3 1 4 3 88 4 45 131 3 344 0 7:15 AM 3 15 68 6 7 2 2 126 1 73 198 10 511 0 7:30 AM 5 15 86 4 14 11 4 94 3 90 191 12 527 0 7:45 AM 7 19 89 9 6 9 7 105 6 73 195 11 535 0 8:00 AM 6 16 103 5 7 9 10 122 3 59 178 11 528 0 8:15 AM 14 14 97 7 9 14 5 117 6 60 169 5 514 0 8:30 AM 4 11 72 7 9 13 2 120 3 38 135 5 418 0 8:45 AM 6 10 48 4 4 13 0 91 0 30 136 6 346 0 VOLUMES 50 106 611 45 57 75 33 862 26 465 1,330 62 3,720 0 0 0 0 0 APPROACH %6%14%80%25%32%42%4%94%3%25%72%3% APP/DEPART 766 /200 177 /548 920 /1,518 1,857 /1,455 0 BEGIN PEAK HR VOLUMES 31 63 374 25 36 43 26 438 18 281 731 39 2,102 APPROACH %7%13%80%24%35%41%5%91%4%27%70%4% PEAK HR FACTOR 0.943 0.867 0.890 0.899 0.983 APP/DEPART 468 /127 104 /334 481 /836 1,050 /805 0 4:00 PM 2 8 96 4 14 4 23 341 5 76 135 12 718 0 4:15 PM 0 12 103 16 4 13 11 283 2 66 168 9 685 0 4:30 PM 5 19 96 15 11 2 4 269 3 54 159 7 642 0 4:45 PM 1 12 102 8 12 9 13 320 3 69 157 4 708 0 5:00 PM 4 14 110 7 8 3 9 304 7 65 151 2 682 0 5:15 PM 2 11 84 8 21 6 6 263 7 51 113 5 575 0 5:30 PM 6 10 100 5 7 9 19 263 7 42 121 1 588 0 5:45 PM 3 12 83 1 6 7 6 283 5 61 132 2 601 0 VOLUMES 23 97 772 64 82 52 90 2,324 39 481 1,133 42 5,198 0 0 0 0 0 APPROACH %3%11%87%32%41%26%4%95%2%29%68%3% APP/DEPART 891 /229 198 /602 2,453 /3,160 1,656 /1,208 0 BEGIN PEAK HR VOLUMES 8 51 397 43 41 27 51 1,212 13 263 617 32 2,753 APPROACH %2%11%87%39%37%24%4%95%1%29%68%4% PEAK HR FACTOR 0.955 0.850 0.865 0.942 0.958 APP/DEPART 455 /133 111 /317 1,276 /1,652 912 /652 0 Live Oak Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Live Oak Ave U-TURNS Live Oak Ave Live Oak Ave Jurupa Ave Jurupa Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Live Oak Ave LOCATION #:1 THURSDAY EAST & WEST:Jurupa Ave CONTROL:SIGNAL CLASS 1:NOTES:AM ▲ PASSENGER PM N VEHICLES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 1 0 1 1 1 1 3 0 1 3 0 7:00 AM 6 7 45 1 1 4 0 55 2 41 92 3 257 0 0 0 0 0 7:15 AM 3 13 63 0 7 2 2 85 1 68 148 5 397 0 0 1 0 1 7:30 AM 3 13 78 1 12 2 4 78 3 86 132 6 418 0 0 1 0 1 7:45 AM 7 19 89 1 6 3 2 76 4 68 140 8 423 0 0 0 1 1 8:00 AM 6 14 95 2 7 4 4 83 3 53 117 2 390 0 0 0 1 1 8:15 AM 12 14 89 4 9 2 3 83 6 52 138 3 415 0 0 0 2 2 8:30 AM 4 9 62 4 9 1 0 88 3 36 87 2 305 0 0 0 2 2 8:45 AM 4 10 40 1 4 1 0 56 0 28 65 3 212 0 0 0 0 0 VOLUMES 45 99 561 14 55 19 15 604 22 432 919 32 2,825 0 0 2 6 8 APPROACH %6%14%80%16%63%22%2%94%3%31%66%2% APP/DEPART 705 /146 88 /509 643 /1,185 1,389 /985 0 BEGIN PEAK HR VOLUMES 28 60 351 8 34 11 13 320 16 259 527 19 1,651 0 0 1 4 APPROACH %6%14%80%15%64%21%4%91%5%32%65%2% PEAK HR FACTOR 0.954 0.883 0.951 0.903 0.973 APP/DEPART 439 /92 53 /309 350 /683 809 /567 0 4:00 PM 2 8 82 4 12 1 4 275 5 68 110 10 581 0 0 1 2 3 4:15 PM 0 9 92 11 4 2 5 212 2 61 107 5 510 0 0 0 4 4 4:30 PM 3 17 85 12 11 2 1 216 3 52 92 4 498 0 0 0 1 1 4:45 PM 1 9 94 5 12 1 1 251 3 67 100 4 548 0 0 0 0 0 5:00 PM 4 12 105 7 8 0 0 252 5 65 115 0 573 0 0 0 0 0 5:15 PM 2 8 82 8 19 0 0 218 7 49 80 2 475 0 0 0 1 1 5:30 PM 6 10 95 2 7 0 2 208 7 40 84 1 462 0 0 0 1 1 5:45 PM 3 12 81 1 6 1 0 207 5 58 109 0 483 0 0 1 3 4 VOLUMES 21 85 716 50 79 7 13 1,839 37 460 797 26 4,144 0 0 2 12 14 APPROACH %3%10%87%37%58%5%1%97%2%36%62%2% APP/DEPART 822 /124 136 /576 1,891 /2,617 1,295 /827 0 BEGIN PEAK HR VOLUMES 6 43 353 32 39 6 11 954 13 248 409 23 2,145 0 0 1 7 APPROACH %1%11%88%42%51%8%1%97%1%36%60%3% PEAK HR FACTOR 0.957 0.770 0.859 0.904 0.918 APP/DEPART 402 /77 77 /300 979 /1,346 687 /422 0 Live Oak Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Live Oak Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Live Oak Ave Live Oak Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Live Oak Ave LOCATION #:1 THURSDAY EAST & WEST:Jurupa Ave CONTROL:SIGNAL CLASS 2:NOTES:AM ▲ 2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 1 0 1 1 1 1 3 0 1 3 0 7:00 AM 0 0 3 0 0 0 0 2 0 1 9 0 15 0 0 0 0 0 7:15 AM 0 0 2 0 0 0 0 8 0 2 6 1 19 0 0 0 0 0 7:30 AM 1 1 3 0 0 2 0 2 0 1 11 0 21 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 4 1 3 15 0 23 0 0 0 0 0 8:00 AM 0 1 5 0 0 0 0 6 0 4 7 0 23 0 0 0 0 0 8:15 AM 1 0 5 0 0 0 1 5 0 5 9 1 27 0 0 0 0 0 8:30 AM 0 1 4 0 0 0 0 4 0 1 9 0 19 0 0 0 0 0 8:45 AM 1 0 3 0 0 0 0 5 0 1 12 0 22 0 0 1 0 1 VOLUMES 3 3 25 0 0 2 1 36 1 18 78 2 170 0 0 1 0 1 APPROACH %10%10%81%0%0%100%3%92%3%18%80%2% APP/DEPART 31 /6 2 /19 39 /61 98 /84 0 BEGIN PEAK HR VOLUMES 2 2 13 0 0 2 1 17 1 13 42 1 94 0 0 0 0 APPROACH %12%12%76%0%0%100%5%89%5%23%75%2% PEAK HR FACTOR 0.708 0.250 0.792 0.778 0.870 APP/DEPART 17 /4 2 /14 19 /30 56 /46 0 4:00 PM 0 0 2 0 1 0 3 10 0 5 3 0 24 0 0 0 0 0 4:15 PM 0 2 7 0 0 1 0 15 0 3 9 0 37 0 0 0 0 0 4:30 PM 1 1 6 0 0 0 0 10 0 1 5 0 24 0 0 0 1 1 4:45 PM 0 2 2 0 0 1 0 11 0 1 3 0 20 0 0 0 0 0 5:00 PM 0 1 3 0 0 0 1 5 1 0 6 0 17 0 0 0 0 0 5:15 PM 0 0 1 0 1 0 0 6 0 1 5 0 14 0 0 0 0 0 5:30 PM 0 0 3 0 0 0 0 3 0 1 9 0 16 0 0 0 0 0 5:45 PM 0 0 1 0 0 0 0 12 0 2 2 0 17 0 0 0 0 0 VOLUMES 1 6 25 0 2 2 4 72 1 14 42 0 170 0 0 0 1 1 APPROACH %3%19%78%0%50%50%5%94%1%25%74%0% APP/DEPART 32 /10 4 /17 77 /98 57 /45 0 BEGIN PEAK HR VOLUMES 1 5 17 0 1 2 3 46 0 10 20 0 106 0 0 0 1 APPROACH %4%22%74%0%33%67%6%94%0%32%65%0% PEAK HR FACTOR 0.639 0.750 0.817 0.646 0.716 APP/DEPART 23 /8 3 /11 49 /64 31 /23 0 Live Oak Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Live Oak Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Live Oak Ave Live Oak Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Live Oak Ave LOCATION #:1 THURSDAY EAST & WEST:Jurupa Ave CONTROL:SIGNAL CLASS 3:NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 1 0 1 1 1 1 3 0 1 3 0 7:00 AM 0 0 0 1 0 0 0 2 0 0 5 0 8 0 0 0 0 0 7:15 AM 0 1 0 0 0 0 0 3 0 0 3 0 7 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 2 0 0 3 0 5 0 0 0 0 0 7:45 AM 0 0 0 1 0 0 1 3 0 0 1 0 6 0 0 0 0 0 8:00 AM 0 0 0 0 0 1 0 0 0 0 6 0 7 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0 8:30 AM 0 0 1 0 0 0 1 4 0 0 2 0 8 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 2 0 0 4 0 6 0 0 0 0 0 VOLUMES 0 1 1 2 0 1 2 19 0 0 25 0 51 0 0 0 0 0 APPROACH %0%50%50%67%0%33%10%90%0%0%100%0% APP/DEPART 2 /3 3 /0 21 /22 25 /26 0 BEGIN PEAK HR VOLUMES 0 0 0 1 0 1 1 8 0 0 11 0 22 0 0 0 0 APPROACH %0%0%0%50%0%50%11%89%0%0%100%0% PEAK HR FACTOR 0.000 0.500 0.563 0.458 0.786 APP/DEPART 0 /1 2 /0 9 /9 11 /12 0 4:00 PM 0 0 0 0 0 0 1 5 0 0 1 1 8 0 0 0 0 0 4:15 PM 0 0 0 1 0 0 0 3 0 0 4 2 10 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 6 0 0 3 0 9 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 5 0 0 4 0 9 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 2 4 0 0 0 1 7 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 1 4 0 0 1 0 6 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 7 0 0 3 1 11 0 0 0 0 0 VOLUMES 0 0 0 1 0 0 4 34 0 0 18 5 62 0 0 0 0 0 APPROACH %0%0%0%100%0%0%11%89%0%0%78%22% APP/DEPART 0 /9 1 /0 38 /35 23 /18 0 BEGIN PEAK HR VOLUMES 0 0 0 1 0 0 1 19 0 0 12 3 36 0 0 0 0 APPROACH %0%0%0%100%0%0%5%95%0%0%80%20% PEAK HR FACTOR 0.000 0.250 0.833 0.625 0.900 APP/DEPART 0 /4 1 /0 20 /20 15 /12 0 Live Oak Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Live Oak Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Live Oak Ave Live Oak Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Live Oak Ave LOCATION #:1 THURSDAY EAST & WEST:Jurupa Ave CONTROL:SIGNAL CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 1 0 1 1 1 1 3 0 1 3 0 7:00 AM 0 0 0 0 0 0 1 8 0 0 5 0 14 0 0 0 0 0 7:15 AM 0 0 0 2 0 0 0 7 0 0 11 1 21 0 0 0 0 0 7:30 AM 0 0 1 1 0 2 0 3 0 0 12 2 21 0 0 0 0 0 7:45 AM 0 0 0 2 0 2 1 5 0 0 10 1 21 0 0 0 0 0 8:00 AM 0 0 0 1 0 1 2 8 0 0 12 3 27 0 0 0 0 0 8:15 AM 0 0 0 1 0 4 0 6 0 0 5 0 16 0 0 0 0 0 8:30 AM 0 0 0 1 0 4 0 6 0 0 10 1 22 0 0 0 0 0 8:45 AM 0 0 1 1 0 4 0 7 0 0 15 1 29 0 0 0 0 0 VOLUMES 0 0 2 9 0 17 4 50 0 0 80 9 171 0 0 0 0 0 APPROACH %0%0%100%35%0%65%7%93%0%0%90%10% APP/DEPART 2 /13 26 /0 54 /61 89 /97 0 BEGIN PEAK HR VOLUMES 0 0 1 5 0 9 3 22 0 0 39 6 85 0 0 0 0 APPROACH %0%0%100%36%0%64%12%88%0%0%87%13% PEAK HR FACTOR 0.250 0.700 0.625 0.750 0.787 APP/DEPART 1 /9 14 /0 25 /28 45 /48 0 4:00 PM 0 0 3 0 0 1 4 13 0 0 6 0 27 0 0 0 0 0 4:15 PM 0 0 0 1 0 3 2 14 0 0 13 0 33 0 0 0 0 0 4:30 PM 0 0 0 1 0 0 1 8 0 0 17 1 28 0 0 0 0 0 4:45 PM 0 0 1 1 0 2 4 14 0 0 14 0 36 0 0 1 0 1 5:00 PM 0 0 0 0 0 1 1 12 0 0 9 0 23 0 0 1 0 1 5:15 PM 0 1 0 0 0 2 2 12 0 0 7 1 25 0 0 0 0 0 5:30 PM 0 0 0 1 0 3 5 14 0 0 7 0 30 0 0 0 0 0 5:45 PM 0 0 0 0 0 2 2 14 0 0 4 0 22 0 0 0 0 0 VOLUMES 0 1 4 4 0 14 21 101 0 0 77 2 226 0 0 2 0 2 APPROACH %0%20%80%22%0%78%17%81%0%0%97%3% APP/DEPART 5 /24 18 /0 124 /109 79 /93 0 BEGIN PEAK HR VOLUMES 0 0 4 3 0 6 11 49 0 0 50 1 125 0 0 1 0 APPROACH %0%0%100%33%0%67%18%80%0%0%98%2% PEAK HR FACTOR 0.333 0.563 0.803 0.708 0.845 APP/DEPART 4 /12 9 /0 61 /56 51 /57 0 Live Oak Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Live Oak Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Live Oak Ave Live Oak Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Live Oak Ave LOCATION #:1 THURSDAY EAST & WEST:Jurupa Ave CONTROL:SIGNAL CLASS 5:NOTES:AM ▲ RV PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 1 0 1 1 1 1 3 0 1 3 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Live Oak Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Live Oak Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Live Oak Ave Live Oak Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Live Oak Ave LOCATION #:1 THURSDAY EAST & WEST:Jurupa Ave CONTROL:SIGNAL CLASS 6:NOTES:AM ▲ PM N BUSES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 1 0 1 1 1 1 3 0 1 3 0 7:00 AM 0 0 0 0 0 0 0 1 1 1 0 0 3 0 0 0 0 0 7:15 AM 0 0 1 0 0 0 0 1 0 1 1 0 4 0 0 0 0 0 7:30 AM 0 0 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 8:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 VOLUMES 0 0 2 0 1 0 0 8 1 3 2 0 17 0 0 0 0 0 APPROACH %0%0%100%0%100%0%0%89%11%60%40%0% APP/DEPART 2 /0 1 /5 9 /10 5 /2 0 BEGIN PEAK HR VOLUMES 0 0 0 0 1 0 0 5 0 1 1 0 8 0 0 0 0 APPROACH %0%0%0%0%100%0%0%100%0%50%50%0% PEAK HR FACTOR 0.000 0.250 0.417 0.500 0.500 APP/DEPART 0 /0 1 /2 5 /5 2 /1 0 4:00 PM 0 0 1 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 1 0 0 0 0 1 0 0 1 0 3 0 0 0 0 0 4:45 PM 0 0 1 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 VOLUMES 0 0 3 0 0 0 0 3 0 0 3 0 9 0 0 0 0 0 APPROACH %0%0%100%0%0%0%0%100%0%0%100%0% APP/DEPART 3 /0 0 /0 3 /6 3 /3 0 BEGIN PEAK HR VOLUMES 0 0 3 0 0 0 0 2 0 0 2 0 7 0 0 0 0 APPROACH %0%0%100%0%0%0%0%100%0%0%100%0% PEAK HR FACTOR 0.750 0.000 0.500 0.500 0.583 APP/DEPART 3 /0 0 /0 2 /5 2 /2 0 Live Oak Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Live Oak Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Live Oak Ave Live Oak Ave Jurupa Ave Jurupa Ave T020624 DATE:LOCATION:PROJECT #:SC5041 Thu, Nov 21, 24 NORTH & SOUTH:LOCATION #:2 EAST & WEST:CONTROL:STOP N/S NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X X 1 X X 1 X 3 0 X 3 0 0 0 0 0 7:00 AM 0 0 8 0 0 10 0 120 1 0 145 21 305 0 0 0 0 0 7:15 AM 0 0 12 0 0 9 0 152 1 0 227 17 418 0 0 0 0 0 7:30 AM 0 0 15 0 0 21 0 168 1 0 235 7 447 0 0 0 0 0 7:45 AM 0 0 13 0 0 40 0 187 2 0 215 6 463 0 0 0 0 0 8:00 AM 0 0 10 0 0 34 0 193 3 0 160 10 410 0 0 0 0 0 8:15 AM 0 0 9 0 0 17 0 199 3 0 199 9 436 0 0 0 0 0 8:30 AM 0 0 8 0 0 14 0 171 5 0 133 4 335 0 0 0 0 0 8:45 AM 0 0 8 0 0 11 0 125 1 0 124 7 276 0 0 0 0 0 VOLUMES 0 0 83 0 0 156 0 1,315 17 0 1,438 81 3,090 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%95%5% APP/DEPART 83 /81 156 /17 1,332 /1,398 1,519 /1,594 0 BEGIN PEAK HR VOLUMES 0 0 47 0 0 112 0 747 9 0 809 32 1,756 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%96%4% PEAK HR FACTOR 0.783 0.700 0.936 0.869 0.948 APP/DEPART 47 /32 112 /9 756 /794 841 /921 0 4:00 PM 0 0 14 0 0 40 0 358 2 0 153 5 572 0 0 0 0 0 4:15 PM 0 0 17 0 0 28 0 363 3 0 171 4 586 0 0 0 0 0 4:30 PM 0 0 15 0 0 22 0 355 4 0 151 0 547 0 0 0 0 0 4:45 PM 0 0 14 0 0 21 0 371 3 0 182 5 596 0 0 0 0 0 5:00 PM 0 0 5 0 0 17 0 362 3 0 172 3 562 0 0 0 0 0 5:15 PM 0 0 11 0 0 8 0 337 3 0 141 0 500 0 0 0 0 0 5:30 PM 0 0 15 0 0 12 0 331 3 0 125 2 488 0 0 0 0 0 5:45 PM 0 0 12 0 0 11 0 328 6 0 174 1 532 0 0 0 0 0 VOLUMES 0 0 103 0 0 159 0 2,805 27 0 1,269 20 4,383 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%98%2% APP/DEPART 103 /20 159 /27 2,832 /2,908 1,289 /1,428 0 BEGIN PEAK HR VOLUMES 0 0 60 0 0 111 0 1,447 12 0 657 14 2,301 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%98%2% PEAK HR FACTOR 0.882 0.694 0.975 0.897 0.965 APP/DEPART 60 /14 111 /12 1,459 /1,507 671 /768 0 Hemlock Ave NORTH LEG Jurupa Ave WEST LEG EAST LEG Jurupa Ave SOUTH LEG Hemlock Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana Hemlock Ave Jurupa Ave U-TURNS Hemlock Ave Hemlock Ave Jurupa Ave Jurupa Ave 315 315 0 0 TOTAL 101 159 159 0 0 PM 20 156 156 0 0 AM 81 1, 5 1 9 1, 2 8 9 2, 8 0 8 3, 0 2 2 1, 4 2 8 1, 5 9 4 81 20 10 1 1, 4 3 8 1, 2 6 9 2, 7 0 7 TO T A L PM AM 0 0 0 0 0 0 AM PM TO T A L 4, 1 2 0 2, 8 0 5 1, 3 1 5 44 27 17 1, 3 9 8 2, 9 0 8 4, 3 0 6 4, 1 6 4 2, 8 3 2 1, 3 3 2 17 AM 0 0 83 83 27 PM 0 0 103 103 44 TOTAL 0 0 186 186 223 223 0 0 TOTAL 46 111 111 0 0 PM 14 112 112 0 0 AM 32 84 1 67 1 1, 5 1 2 1, 6 8 9 76 8 92 1 32 14 46 80 9 65 7 1, 4 6 6 TO T A L PM AM AM 7:30 AM 8:45 AM 0 0 0 0 0 0 #N/A AM PM TO T A L 2, 1 9 4 1, 4 4 7 74 7 PM 4:00 PM 3:45 PM 21 12 9 79 4 1, 5 0 7 2, 3 0 1 2, 2 1 5 1, 4 5 9 75 6 9 AM 0 0 47 47 12 PM 0 0 60 60 21 Total 0 0 107 107 Hemlock Ave AimTD LLC TURNING MOVEMENT COUNTS Hemlock Ave Ju r u p a A v e Ju r u p a A v e ALL HOURS Hemlock Ave Hemlock Ave Ju r u p a A v e Ju r u p a A v e PEAK HOUR Fontana SC5041 DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:2 THURSDAY EAST & WEST:Jurupa Ave CONTROL:STOP N/S NOTES:AM ▲ PCE Class 1 2 3 4 5 6 PM N Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X X 1 X X 1 X 3 0 X 3 0 7:00 AM 0 0 9 0 0 11 0 142 1 0 161 21 344 0 7:15 AM 0 0 12 0 0 9 0 175 1 0 260 17 473 0 7:30 AM 0 0 15 0 0 24 0 183 1 0 266 7 496 0 7:45 AM 0 0 14 0 0 41 0 209 3 0 246 7 519 0 8:00 AM 0 0 10 0 0 38 0 218 3 0 195 10 474 0 8:15 AM 0 0 9 0 0 17 0 220 3 0 220 11 479 0 8:30 AM 0 0 8 0 0 16 0 192 5 0 157 4 381 0 8:45 AM 0 0 8 0 0 13 0 147 2 0 165 7 342 0 VOLUMES 0 0 84 0 0 168 0 1,484 19 0 1,668 84 3,506 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%95%5% APP/DEPART 84 /84 168 /19 1,502 /1,568 1,752 /1,836 0 BEGIN PEAK HR VOLUMES 0 0 48 0 0 120 0 829 10 0 926 35 1,966 APPROACH %0%0%100%0%0%100%0%99%1%0%96%4% PEAK HR FACTOR 0.792 0.732 0.942 0.880 0.948 APP/DEPART 48 /35 120 /10 838 /876 961 /1,046 0 4:00 PM 0 0 15 0 0 42 0 398 2 0 167 6 629 0 4:15 PM 0 0 17 0 0 29 0 408 3 0 209 4 670 0 4:30 PM 0 0 15 0 0 25 0 388 4 0 186 0 618 0 4:45 PM 0 0 14 0 0 23 0 415 3 0 213 7 675 0 5:00 PM 0 0 5 0 0 19 0 393 3 0 194 3 617 0 5:15 PM 0 0 12 0 0 9 0 364 3 0 161 0 549 0 5:30 PM 0 0 15 0 0 15 0 366 3 0 138 2 539 0 5:45 PM 0 0 12 0 0 15 0 370 6 0 186 1 589 0 VOLUMES 0 0 105 0 0 176 0 3,101 27 0 1,454 23 4,884 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%98%2% APP/DEPART 105 /23 176 /27 3,128 /3,205 1,476 /1,630 0 BEGIN PEAK HR VOLUMES 0 0 61 0 0 119 0 1,609 12 0 775 17 2,591 APPROACH %0%0%100%0%0%100%0%99%1%0%98%2% PEAK HR FACTOR 0.890 0.708 0.969 0.899 0.960 APP/DEPART 61 /17 119 /12 1,621 /1,669 791 /894 0 Hemlock Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Hemlock Ave U-TURNS Hemlock Ave Hemlock Ave Jurupa Ave Jurupa Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:2 THURSDAY EAST & WEST:Jurupa Ave CONTROL:STOP N/S CLASS 1:NOTES:AM ▲ PASSENGER PM N VEHICLES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X X 1 X X 1 X 3 0 X 3 0 7:00 AM 0 0 7 0 0 9 0 103 1 0 130 21 271 0 0 0 0 0 7:15 AM 0 0 12 0 0 9 0 132 1 0 200 17 371 0 0 0 0 0 7:30 AM 0 0 15 0 0 19 0 156 1 0 210 7 408 0 0 0 0 0 7:45 AM 0 0 12 0 0 38 0 171 1 0 190 4 416 0 0 0 0 0 8:00 AM 0 0 10 0 0 30 0 171 3 0 133 10 357 0 0 0 0 0 8:15 AM 0 0 9 0 0 17 0 178 3 0 180 6 393 0 0 0 0 0 8:30 AM 0 0 8 0 0 12 0 152 5 0 115 4 296 0 0 0 0 0 8:45 AM 0 0 8 0 0 7 0 108 0 0 93 7 223 0 0 0 0 0 VOLUMES 0 0 81 0 0 141 0 1,171 15 0 1,251 76 2,735 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%94%6% APP/DEPART 81 /76 141 /15 1,186 /1,252 1,327 /1,392 0 BEGIN PEAK HR VOLUMES 0 0 46 0 0 104 0 676 8 0 713 27 1,574 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%96%4% PEAK HR FACTOR 0.767 0.684 0.945 0.853 0.946 APP/DEPART 46 /27 104 /8 684 /722 740 /817 0 4:00 PM 0 0 13 0 0 39 0 325 2 0 141 4 524 0 0 0 0 0 4:15 PM 0 0 17 0 0 26 0 321 3 0 141 4 512 0 0 0 0 0 4:30 PM 0 0 15 0 0 20 0 322 4 0 127 0 488 0 0 0 0 0 4:45 PM 0 0 14 0 0 20 0 338 3 0 161 4 540 0 0 0 0 0 5:00 PM 0 0 5 0 0 16 0 340 3 0 156 3 523 0 0 0 0 0 5:15 PM 0 0 9 0 0 7 0 317 3 0 127 0 463 0 0 0 0 0 5:30 PM 0 0 15 0 0 10 0 306 3 0 113 2 449 0 0 0 0 0 5:45 PM 0 0 12 0 0 8 0 295 6 0 164 1 486 0 0 0 0 0 VOLUMES 0 0 100 0 0 146 0 2,564 27 0 1,130 18 3,985 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%98%2% APP/DEPART 100 /18 146 /27 2,591 /2,664 1,148 /1,276 0 BEGIN PEAK HR VOLUMES 0 0 59 0 0 105 0 1,306 12 0 570 12 2,064 0 0 0 0 APPROACH %0%0%100%0%0%100%0%99%1%0%98%2% PEAK HR FACTOR 0.868 0.673 0.966 0.882 0.956 APP/DEPART 59 /12 105 /12 1,318 /1,365 582 /675 0 Hemlock Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Hemlock Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:2 THURSDAY EAST & WEST:Jurupa Ave CONTROL:STOP N/S CLASS 2:NOTES:AM ▲ 2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X X 1 X X 1 X 3 0 X 3 0 7:00 AM 0 0 1 0 0 1 0 6 0 0 6 0 14 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 9 0 0 11 0 20 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 5 0 0 10 0 15 0 0 0 0 0 7:45 AM 0 0 1 0 0 2 0 4 1 0 13 2 23 0 0 0 0 0 8:00 AM 0 0 0 0 0 2 0 11 0 0 10 0 23 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 11 0 0 11 3 25 0 0 0 0 0 8:30 AM 0 0 0 0 0 1 0 9 0 0 7 0 17 0 0 0 0 0 8:45 AM 0 0 0 0 0 4 0 6 0 0 12 0 22 0 0 0 0 0 VOLUMES 0 0 2 0 0 10 0 61 1 0 80 5 159 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%98%2%0%94%6% APP/DEPART 2 /5 10 /1 62 /63 85 /90 0 BEGIN PEAK HR VOLUMES 0 0 1 0 0 4 0 31 1 0 44 5 86 0 0 0 0 APPROACH %0%0%100%0%0%100%0%97%3%0%90%10% PEAK HR FACTOR 0.250 0.500 0.727 0.817 0.860 APP/DEPART 1 /5 4 /1 32 /32 49 /48 0 4:00 PM 0 0 1 0 0 0 0 12 0 0 5 1 19 0 0 0 0 0 4:15 PM 0 0 0 0 0 2 0 23 0 0 10 0 35 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 16 0 0 6 0 22 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 10 0 0 4 0 14 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 7 0 0 6 0 13 0 0 0 0 0 5:15 PM 0 0 2 0 0 1 0 8 0 0 4 0 15 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 6 0 0 6 0 12 0 0 0 0 0 5:45 PM 0 0 0 0 0 1 0 11 0 0 2 0 14 0 0 0 0 0 VOLUMES 0 0 3 0 0 4 0 93 0 0 43 1 144 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%100%0%0%98%2% APP/DEPART 3 /1 4 /0 93 /96 44 /47 0 BEGIN PEAK HR VOLUMES 0 0 1 0 0 2 0 61 0 0 25 1 90 0 0 0 0 APPROACH %0%0%100%0%0%100%0%100%0%0%96%4% PEAK HR FACTOR 0.250 0.250 0.663 0.650 0.643 APP/DEPART 1 /1 2 /0 61 /62 26 /27 0 Hemlock Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Hemlock Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:2 THURSDAY EAST & WEST:Jurupa Ave CONTROL:STOP N/S CLASS 3:NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X X 1 X X 1 X 3 0 X 3 0 7:00 AM 0 0 0 0 0 0 0 2 0 0 4 0 6 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 2 0 0 4 0 6 0 0 0 0 0 7:30 AM 0 0 0 0 0 1 0 2 0 0 3 0 6 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 3 0 0 0 0 0 8:00 AM 0 0 0 0 0 1 0 0 0 0 3 0 4 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 4 0 0 1 0 5 0 0 0 0 0 8:30 AM 0 0 0 0 0 1 0 3 0 0 2 0 6 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 3 0 0 3 0 6 0 0 0 0 0 VOLUMES 0 0 0 0 0 3 0 19 0 0 20 0 42 0 0 0 0 0 APPROACH %0%0%0%0%0%100%0%100%0%0%100%0% APP/DEPART 0 /0 3 /0 19 /19 20 /23 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 2 0 9 0 0 7 0 18 0 0 0 0 APPROACH %0%0%0%0%0%100%0%100%0%0%100%0% PEAK HR FACTOR 0.000 0.500 0.563 0.583 0.750 APP/DEPART 0 /0 2 /0 9 /9 7 /9 0 4:00 PM 0 0 0 0 0 0 0 6 0 0 3 0 9 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 5 0 0 7 0 12 0 0 0 0 0 4:30 PM 0 0 0 0 0 1 0 7 0 0 3 0 11 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 6 0 0 4 0 10 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 1 0 0 2 0 3 0 0 0 0 0 5:30 PM 0 0 0 0 0 1 0 6 0 0 2 0 9 0 0 0 0 0 5:45 PM 0 0 0 0 0 1 0 7 0 0 4 0 12 0 0 0 0 0 VOLUMES 0 0 0 0 0 3 0 41 0 0 26 0 70 0 0 0 0 0 APPROACH %0%0%0%0%0%100%0%100%0%0%100%0% APP/DEPART 0 /0 3 /0 41 /41 26 /29 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 1 0 24 0 0 17 0 42 0 0 0 0 APPROACH %0%0%0%0%0%100%0%100%0%0%100%0% PEAK HR FACTOR 0.000 0.250 0.857 0.607 0.875 APP/DEPART 0 /0 1 /0 24 /24 17 /18 0 Hemlock Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Hemlock Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:2 THURSDAY EAST & WEST:Jurupa Ave CONTROL:STOP N/S CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X X 1 X X 1 X 3 0 X 3 0 7:00 AM 0 0 0 0 0 0 0 8 0 0 4 0 12 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 7 0 0 11 0 18 0 0 0 0 0 7:30 AM 0 0 0 0 0 1 0 5 0 0 11 0 17 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 8 0 0 12 0 20 0 0 0 0 0 8:00 AM 0 0 0 0 0 1 0 8 0 0 13 0 22 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 5 0 0 7 0 12 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 6 0 0 9 0 15 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 8 0 0 16 0 24 0 0 0 0 0 VOLUMES 0 0 0 0 0 2 0 55 0 0 83 0 140 0 0 0 0 0 APPROACH %0%0%0%0%0%100%0%100%0%0%100%0% APP/DEPART 0 /0 2 /0 55 /55 83 /85 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 2 0 26 0 0 43 0 71 0 0 0 0 APPROACH %0%0%0%0%0%100%0%100%0%0%100%0% PEAK HR FACTOR 0.000 0.500 0.813 0.827 0.807 APP/DEPART 0 /0 2 /0 26 /26 43 /45 0 4:00 PM 0 0 0 0 0 1 0 13 0 0 4 0 18 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 14 0 0 13 0 27 0 0 0 0 0 4:30 PM 0 0 0 0 0 1 0 8 0 0 14 0 23 0 0 0 0 0 4:45 PM 0 0 0 0 0 1 0 16 0 0 12 1 30 0 0 0 0 0 5:00 PM 0 0 0 0 0 1 0 12 0 0 9 0 22 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 11 0 0 8 0 19 0 0 0 0 0 5:30 PM 0 0 0 0 0 1 0 13 0 0 4 0 18 0 0 0 0 0 5:45 PM 0 0 0 0 0 1 0 14 0 0 3 0 18 0 0 0 0 0 VOLUMES 0 0 0 0 0 6 0 101 0 0 67 1 175 0 0 0 0 0 APPROACH %0%0%0%0%0%100%0%100%0%0%99%1% APP/DEPART 0 /1 6 /0 101 /101 68 /73 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 3 0 51 0 0 43 1 98 0 0 0 0 APPROACH %0%0%0%0%0%100%0%100%0%0%98%2% PEAK HR FACTOR 0.000 0.750 0.797 0.786 0.817 APP/DEPART 0 /1 3 /0 51 /51 44 /46 0 Hemlock Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Hemlock Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:2 THURSDAY EAST & WEST:Jurupa Ave CONTROL:STOP N/S CLASS 5:NOTES:AM ▲ RV PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X X 1 X X 1 X 3 0 X 3 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Hemlock Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Hemlock Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Jurupa Ave Jurupa Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:2 THURSDAY EAST & WEST:Jurupa Ave CONTROL:STOP N/S CLASS 6:NOTES:AM ▲ PM N BUSES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X X 1 X X 1 X 3 0 X 3 0 7:00 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 9 1 0 4 0 14 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%90%10%0%100%0% APP/DEPART 0 /0 0 /1 10 /9 4 /4 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 5 0 0 2 0 7 0 0 0 0 APPROACH %0%0%0%0%0%0%0%100%0%0%100%0% PEAK HR FACTOR 0.000 0.000 0.417 0.500 0.438 APP/DEPART 0 /0 0 /0 5 /5 2 /2 0 4:00 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 6 0 0 3 0 9 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%100%0%0%100%0% APP/DEPART 0 /0 0 /0 6 /6 3 /3 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 5 0 0 2 0 7 0 0 0 0 APPROACH %0%0%0%0%0%0%0%100%0%0%100%0% PEAK HR FACTOR 0.000 0.000 0.625 0.500 0.583 APP/DEPART 0 /0 0 /0 5 /5 2 /2 0 Hemlock Ave NORTH SIDE Jurupa Ave WEST SIDE EAST SIDE Jurupa Ave SOUTH SIDE Hemlock Ave AM 7:30 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Jurupa Ave Jurupa Ave T020624 DATE:LOCATION:PROJECT #:SC5041 Thu, Nov 21, 24 NORTH & SOUTH:LOCATION #:3 EAST & WEST:CONTROL:STOP N/S NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0 7:00 AM 7 0 2 0 0 5 1 85 20 17 92 0 229 0 0 1 0 1 7:15 AM 9 0 4 0 0 1 5 87 10 9 113 2 240 0 0 0 0 0 7:30 AM 8 0 3 1 0 2 1 98 9 8 144 2 276 0 0 0 0 0 7:45 AM 7 0 5 2 1 1 1 94 20 9 122 0 262 0 0 0 0 0 8:00 AM 12 0 5 0 1 2 4 101 9 9 116 0 259 0 0 0 0 0 8:15 AM 10 0 6 2 0 1 3 102 8 7 99 2 240 0 0 0 0 0 8:30 AM 2 0 4 3 0 6 6 104 11 3 101 4 244 0 0 0 0 0 8:45 AM 10 0 4 1 0 6 6 102 11 6 92 2 240 0 0 0 0 0 VOLUMES 65 0 33 9 2 24 27 773 98 68 879 12 1,991 0 0 1 0 1 APPROACH %66%0%34%26%6%69%3%86%11%7%92%1% APP/DEPART 98 /39 35 /168 899 /815 959 /969 0 BEGIN PEAK HR VOLUMES 37 0 19 5 2 6 9 395 46 33 481 4 1,037 0 0 0 0 APPROACH %66%0%34%38%15%46%2%88%10%6%93%1% PEAK HR FACTOR 0.824 0.813 0.978 0.841 0.939 APP/DEPART 56 /13 13 /81 450 /419 518 /524 0 4:00 PM 7 0 8 3 3 5 4 219 11 12 100 2 374 0 0 0 0 0 4:15 PM 8 0 10 2 1 9 5 221 6 4 98 0 364 0 0 0 0 0 4:30 PM 6 1 8 0 1 16 5 219 8 3 106 1 374 0 0 0 0 0 4:45 PM 7 0 16 1 0 10 7 256 11 2 93 1 404 1 0 0 0 1 5:00 PM 5 0 7 5 2 11 5 185 9 3 119 1 352 0 0 1 0 1 5:15 PM 3 1 5 1 0 0 4 213 17 1 87 1 333 1 0 1 0 2 5:30 PM 2 0 6 4 0 6 1 196 3 4 79 4 305 0 0 0 0 0 5:45 PM 4 0 2 6 1 3 3 196 3 3 73 4 298 0 0 0 0 0 VOLUMES 42 2 62 22 8 60 34 1,705 68 32 755 14 2,808 2 0 2 0 4 APPROACH %39%2%57%24%9%67%2%94%4%4%94%2% APP/DEPART 108 /50 90 /110 1,809 /1,789 801 /859 0 BEGIN PEAK HR VOLUMES 28 1 42 6 5 40 21 915 36 21 397 4 1,517 1 0 0 0 APPROACH %39%1%58%12%10%78%2%94%4%5%94%1% PEAK HR FACTOR 0.750 0.750 0.887 0.925 0.936 APP/DEPART 72 /26 51 /63 972 /963 422 /465 0 Hemlock Ave NORTH LEG Slover Ave WEST LEG EAST LEG Slover Ave SOUTH LEG Hemlock Ave AM 7:15 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana Hemlock Ave Slover Ave U-TURNS Hemlock Ave Hemlock Ave Slover Ave Slover Ave 125 84 10 31 TOTAL 89 90 60 8 22 PM 50 35 24 2 9 AM 39 95 9 80 1 1, 7 6 0 1, 8 2 8 85 9 96 9 12 14 26 87 9 75 5 1, 6 3 4 TO T A L PM AM 68 32 10 0 61 34 27 AM PM TO T A L 2, 4 7 8 1, 7 0 5 77 3 16 6 68 98 81 5 1, 7 8 9 2, 6 0 4 2, 7 0 8 1, 8 0 9 89 9 168 AM 65 0 33 98 110 PM 42 2 62 108 278 TOTAL 107 2 95 206 64 46 7 11 TOTAL 39 51 40 5 6 PM 26 13 6 2 5 AM 13 51 8 42 2 94 0 98 9 46 5 52 4 4 4 8 48 1 39 7 87 8 TO T A L PM AM AM 7:15 AM 8:45 AM 33 21 54 30 21 9 #N/A AM PM TO T A L 1, 3 1 0 91 5 39 5 PM 4:00 PM 3:45 PM 82 36 46 41 9 96 3 1, 3 8 2 1, 4 2 2 97 2 45 0 81 AM 37 0 19 56 63 PM 28 1 42 72 144 Total 65 1 61 128 Hemlock Ave AimTD LLC TURNING MOVEMENT COUNTS Hemlock Ave Sl o v e r A v e Sl o v e r A v e ALL HOURS Hemlock Ave Hemlock Ave Sl o v e r A v e Sl o v e r A v e PEAK HOUR Fontana SC5041 DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:3 THURSDAY EAST & WEST:Slover Ave CONTROL:STOP N/S NOTES:AM ▲ PCE Class 1 2 3 4 5 6 PM N Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 7:00 AM 17 0 6 0 0 5 2 118 27 17 120 0 311 0 7:15 AM 19 0 6 0 0 2 7 123 13 11 143 2 325 0 7:30 AM 11 0 7 1 0 3 1 124 14 9 175 2 346 0 7:45 AM 9 0 6 2 1 1 1 123 29 12 153 0 336 0 8:00 AM 21 0 8 0 1 3 4 125 13 10 164 0 348 0 8:15 AM 19 0 9 2 0 1 4 141 17 8 130 2 331 0 8:30 AM 4 0 7 4 0 7 7 137 15 5 124 4 312 0 8:45 AM 20 0 9 1 0 7 6 144 20 11 129 2 347 0 VOLUMES 118 0 57 10 2 27 31 1,034 145 82 1,137 12 2,654 0 0 0 0 0 APPROACH %68%0%32%26%5%69%3%85%12%7%92%1% APP/DEPART 175 /43 39 /229 1,210 /1,101 1,230 /1,282 0 BEGIN PEAK HR VOLUMES 59 0 27 3 2 8 13 495 68 42 635 4 1,354 APPROACH %69%0%31%24%16%60%2%86%12%6%93%1% PEAK HR FACTOR 0.737 0.781 0.940 0.917 0.974 APP/DEPART 86 /17 13 /111 575 /524 681 /702 0 4:00 PM 9 0 8 3 5 5 4 285 15 17 131 2 484 0 4:15 PM 8 0 12 2 2 9 5 280 11 4 136 0 468 0 4:30 PM 8 2 10 0 1 19 6 260 12 3 134 1 455 0 4:45 PM 7 0 19 1 0 12 8 316 18 2 129 1 512 0 5:00 PM 8 0 11 5 2 16 6 236 13 4 153 1 453 0 5:15 PM 3 1 6 1 0 0 4 264 20 1 104 1 405 0 5:30 PM 2 0 12 4 0 7 1 235 4 4 105 6 378 0 5:45 PM 6 0 3 7 1 4 3 234 4 5 94 7 367 0 VOLUMES 51 3 79 23 10 71 37 2,110 96 40 985 19 3,519 0 0 0 0 0 APPROACH %38%2%60%22%10%68%2%94%4%4%94%2% APP/DEPART 132 /58 103 /145 2,242 /2,211 1,043 /1,106 0 BEGIN PEAK HR VOLUMES 32 2 48 6 7 45 23 1,141 56 26 529 4 1,917 APPROACH %39%2%59%10%12%77%2%94%5%5%95%1% PEAK HR FACTOR 0.799 0.719 0.892 0.932 0.937 APP/DEPART 82 /28 58 /89 1,219 /1,195 559 /606 0 Hemlock Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Hemlock Ave U-TURNS Hemlock Ave Hemlock Ave Slover Ave Slover Ave AM 7:15 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:3 THURSDAY EAST & WEST:Slover Ave CONTROL:STOP N/S CLASS 1:NOTES:AM ▲ PASSENGER PM N VEHICLES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 7:00 AM 2 0 0 0 0 5 0 62 15 17 74 0 175 0 0 0 0 0 7:15 AM 3 0 3 0 0 0 3 59 8 8 89 2 175 0 0 0 0 0 7:30 AM 3 0 1 1 0 1 1 80 6 7 119 2 221 0 0 0 0 0 7:45 AM 5 0 4 2 1 1 1 71 14 6 99 0 204 0 0 0 0 0 8:00 AM 4 0 3 0 1 1 4 85 3 7 82 0 190 0 0 0 0 0 8:15 AM 4 0 3 2 0 1 1 73 2 6 74 2 168 0 0 0 0 0 8:30 AM 0 0 2 2 0 5 5 79 6 2 79 4 184 0 0 0 0 0 8:45 AM 2 0 1 1 0 4 6 74 5 1 59 2 155 0 0 0 0 0 VOLUMES 23 0 17 8 2 18 21 583 59 54 675 12 1,472 0 0 0 0 0 APPROACH %58%0%43%29%7%64%3%88%9%7%91%2% APP/DEPART 40 /33 28 /115 663 /608 741 /716 0 BEGIN PEAK HR VOLUMES 15 0 11 3 2 3 9 295 31 28 389 4 790 0 0 0 0 APPROACH %58%0%42%38%25%38%3%88%9%7%92%1% PEAK HR FACTOR 0.722 0.500 0.910 0.822 0.894 APP/DEPART 26 /13 8 /61 335 /309 421 /407 0 4:00 PM 6 0 8 3 1 5 4 172 9 8 76 2 294 0 0 0 0 0 4:15 PM 8 0 8 2 0 9 5 179 3 4 72 0 290 0 0 0 0 0 4:30 PM 3 0 7 0 1 13 4 187 6 3 83 1 308 0 0 0 0 0 4:45 PM 7 0 12 1 0 8 5 210 7 2 66 1 319 1 0 0 0 1 5:00 PM 3 0 4 5 2 7 4 149 6 2 96 1 279 0 0 1 0 1 5:15 PM 3 1 4 1 0 0 4 178 15 1 77 1 285 1 0 1 0 2 5:30 PM 2 0 3 4 0 5 1 170 2 4 59 2 252 0 0 0 0 0 5:45 PM 3 0 1 5 1 2 3 163 2 2 59 2 243 0 0 0 0 0 VOLUMES 35 1 47 21 5 49 30 1,408 50 26 588 10 2,274 2 0 2 0 4 APPROACH %41%1%55%28%7%65%2%94%3%4%94%2% APP/DEPART 85 /41 75 /83 1,490 /1,476 624 /674 0 BEGIN PEAK HR VOLUMES 24 0 35 6 2 35 18 748 25 17 297 4 1,212 1 0 0 0 APPROACH %40%0%58%14%5%81%2%95%3%5%93%1% PEAK HR FACTOR 0.750 0.768 0.891 0.914 0.947 APP/DEPART 60 /22 43 /45 791 /789 318 /356 0 Hemlock Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Hemlock Ave AM 7:15 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Slover Ave Slover Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:3 THURSDAY EAST & WEST:Slover Ave CONTROL:STOP N/S CLASS 2:NOTES:AM ▲ 2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 7:00 AM 0 0 0 0 0 0 1 6 1 0 5 0 13 0 0 0 0 0 7:15 AM 1 0 0 0 0 1 0 8 1 0 8 0 19 0 0 0 0 0 7:30 AM 4 0 0 0 0 1 0 4 1 1 10 0 21 0 0 0 0 0 7:45 AM 1 0 1 0 0 0 0 8 2 2 6 0 20 0 0 0 0 0 8:00 AM 2 0 0 0 0 1 0 3 5 2 8 0 21 0 0 0 0 0 8:15 AM 2 0 2 0 0 0 2 7 1 1 7 0 22 0 0 0 0 0 8:30 AM 1 0 1 0 0 1 1 8 4 0 13 0 29 0 0 0 0 0 8:45 AM 3 0 1 0 0 2 0 4 1 3 14 0 28 0 0 0 0 0 VOLUMES 14 0 5 0 0 6 4 48 16 9 71 0 173 0 0 0 0 0 APPROACH %74%0%26%0%0%100%6%71%24%11%89%0% APP/DEPART 19 /4 6 /25 68 /53 80 /91 0 BEGIN PEAK HR VOLUMES 8 0 1 0 0 3 0 23 9 5 32 0 81 0 0 0 0 APPROACH %89%0%11%0%0%100%0%72%28%14%86%0% PEAK HR FACTOR 0.563 0.750 0.800 0.841 0.964 APP/DEPART 9 /0 3 /14 32 /24 37 /43 0 4:00 PM 0 0 0 0 1 0 0 10 0 2 6 0 19 0 0 0 0 0 4:15 PM 0 0 1 0 1 0 0 12 0 0 5 0 19 0 0 0 0 0 4:30 PM 2 1 0 0 0 2 1 12 0 0 7 0 25 0 0 0 0 0 4:45 PM 0 0 3 0 0 1 2 18 1 0 8 0 33 0 0 0 0 0 5:00 PM 1 0 1 0 0 1 0 8 1 1 6 0 19 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 10 0 0 0 0 10 0 0 0 0 0 5:30 PM 0 0 0 0 0 1 0 7 1 0 5 0 14 0 0 0 0 0 5:45 PM 0 0 1 1 0 0 0 10 0 0 2 1 15 0 0 0 0 0 VOLUMES 3 1 6 1 2 5 3 87 3 3 39 1 154 0 0 0 0 0 APPROACH %30%10%60%13%25%63%3%94%3%7%91%2% APP/DEPART 10 /5 8 /8 93 /94 43 /47 0 BEGIN PEAK HR VOLUMES 2 1 4 0 2 3 3 52 1 2 26 0 96 0 0 0 0 APPROACH %29%14%57%0%40%60%5%93%2%7%93%0% PEAK HR FACTOR 0.583 0.625 0.667 0.875 0.727 APP/DEPART 7 /4 5 /5 56 /56 28 /31 0 Hemlock Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Hemlock Ave AM 7:15 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Slover Ave Slover Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:3 THURSDAY EAST & WEST:Slover Ave CONTROL:STOP N/S CLASS 3:NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 7:00 AM 0 0 0 0 0 0 0 4 2 0 1 0 7 0 0 0 0 0 7:15 AM 1 0 0 0 0 0 2 8 0 0 5 0 16 0 0 0 0 0 7:30 AM 1 0 0 0 0 0 0 3 0 0 3 0 7 0 0 0 0 0 7:45 AM 1 0 0 0 0 0 0 5 0 0 6 0 12 0 0 0 0 0 8:00 AM 4 0 1 0 0 0 0 4 1 0 8 0 18 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 9 2 0 8 0 19 0 0 0 0 0 8:30 AM 1 0 0 1 0 0 0 5 0 0 2 0 9 0 0 0 0 0 8:45 AM 2 0 0 0 0 0 0 8 2 1 8 0 21 0 0 0 0 0 VOLUMES 10 0 1 1 0 0 2 46 7 1 41 0 109 0 0 0 0 0 APPROACH %91%0%9%100%0%0%4%84%13%2%98%0% APP/DEPART 11 /2 1 /8 55 /48 42 /51 0 BEGIN PEAK HR VOLUMES 7 0 1 0 0 0 2 20 1 0 22 0 53 0 0 0 0 APPROACH %88%0%13%0%0%0%9%87%4%0%100%0% PEAK HR FACTOR 0.400 0.000 0.575 0.688 0.736 APP/DEPART 8 /2 0 /1 23 /21 22 /29 0 4:00 PM 0 0 0 0 1 0 0 13 0 0 8 0 22 0 0 0 0 0 4:15 PM 0 0 1 0 0 0 0 7 1 0 7 0 16 0 0 0 0 0 4:30 PM 1 0 0 0 0 0 0 5 0 0 8 0 14 0 0 0 0 0 4:45 PM 0 0 1 0 0 1 0 5 0 0 6 0 13 0 0 0 0 0 5:00 PM 0 0 0 0 0 1 1 9 1 0 3 0 15 0 0 0 0 0 5:15 PM 0 0 1 0 0 0 0 4 1 0 3 0 9 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 3 0 0 7 2 12 0 0 0 0 0 5:45 PM 0 0 0 0 0 1 0 13 1 0 4 0 19 0 0 0 0 0 VOLUMES 1 0 3 0 1 3 1 59 4 0 46 2 120 0 0 0 0 0 APPROACH %25%0%75%0%25%75%2%92%6%0%96%4% APP/DEPART 4 /3 4 /5 64 /62 48 /50 0 BEGIN PEAK HR VOLUMES 1 0 2 0 1 1 0 30 1 0 29 0 65 0 0 0 0 APPROACH %33%0%67%0%50%50%0%97%3%0%100%0% PEAK HR FACTOR 0.750 0.500 0.596 0.906 0.739 APP/DEPART 3 /0 2 /2 31 /32 29 /31 0 Hemlock Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Hemlock Ave AM 7:15 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Slover Ave Slover Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:3 THURSDAY EAST & WEST:Slover Ave CONTROL:STOP N/S CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 7:00 AM 5 0 2 0 0 0 0 13 2 0 12 0 34 0 0 1 0 1 7:15 AM 4 0 1 0 0 0 0 12 1 1 10 0 29 0 0 0 0 0 7:30 AM 0 0 2 0 0 0 0 10 2 0 11 0 25 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 10 4 1 11 0 26 0 0 0 0 0 8:00 AM 2 0 1 0 0 0 0 9 0 0 18 0 30 0 0 0 0 0 8:15 AM 4 0 1 0 0 0 0 13 3 0 9 0 30 0 0 0 0 0 8:30 AM 0 0 1 0 0 0 0 12 1 1 7 0 22 0 0 0 0 0 8:45 AM 3 0 2 0 0 0 0 16 3 1 11 0 36 0 0 0 0 0 VOLUMES 18 0 10 0 0 0 0 95 16 4 89 0 233 0 0 1 0 1 APPROACH %64%0%36%0%0%0%0%85%14%4%96%0% APP/DEPART 28 /0 0 /20 112 /105 93 /108 0 BEGIN PEAK HR VOLUMES 6 0 4 0 0 0 0 41 7 2 50 0 110 0 0 0 0 APPROACH %60%0%40%0%0%0%0%85%15%4%96%0% PEAK HR FACTOR 0.500 0.000 0.857 0.722 0.917 APP/DEPART 10 /0 0 /9 48 /45 52 /56 0 4:00 PM 1 0 0 0 0 0 0 24 2 2 10 0 39 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 23 2 0 14 0 39 0 0 0 0 0 4:30 PM 0 0 1 0 0 1 0 15 2 0 8 0 27 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 23 3 0 13 0 39 0 0 0 0 0 5:00 PM 1 0 1 0 0 1 0 19 1 0 14 0 37 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 21 1 0 7 0 29 0 0 0 0 0 5:30 PM 0 0 3 0 0 0 0 16 0 0 8 0 27 0 0 0 0 0 5:45 PM 1 0 0 0 0 0 0 10 0 1 8 1 21 0 0 0 0 0 VOLUMES 3 0 5 0 0 2 0 151 11 3 82 1 258 0 0 0 0 0 APPROACH %38%0%63%0%0%100%0%93%7%3%95%1% APP/DEPART 8 /1 2 /14 162 /156 86 /87 0 BEGIN PEAK HR VOLUMES 1 0 1 0 0 1 0 85 9 2 45 0 144 0 0 0 0 APPROACH %50%0%50%0%0%100%0%90%10%4%96%0% PEAK HR FACTOR 0.500 0.250 0.904 0.839 0.923 APP/DEPART 2 /0 1 /11 94 /86 47 /47 0 Hemlock Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Hemlock Ave AM 7:15 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Slover Ave Slover Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:3 THURSDAY EAST & WEST:Slover Ave CONTROL:STOP N/S CLASS 5:NOTES:AM ▲ RV PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Hemlock Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Hemlock Ave AM 7:15 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Slover Ave Slover Ave DATE:LOCATION:Fontana PROJECT #:SC5041 11/21/24 NORTH & SOUTH:Hemlock Ave LOCATION #:3 THURSDAY EAST & WEST:Slover Ave CONTROL:STOP N/S CLASS 6:NOTES:AM ▲ PM N BUSES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 1 0 0 3 0 4 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%100%0%0%100%0% APP/DEPART 0 /0 0 /0 1 /1 3 /3 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 1 0 0 2 0 3 0 0 0 0 APPROACH %0%0%0%0%0%0%0%100%0%0%100%0% PEAK HR FACTOR 0.000 0.000 0.250 0.500 0.375 APP/DEPART 0 /0 0 /0 1 /1 2 /2 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 0 0 0 APPROACH %0%0%100%0%0%100%0%0%0%0%0%0% APP/DEPART 1 /0 1 /0 0 /1 0 /1 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Hemlock Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Hemlock Ave AM 7:15 AM PM 4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com U-TURNS Hemlock Ave Hemlock Ave Slover Ave Slover Ave INTERSECTION TURNING MOVEMENT COUNTS T020624 PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 Tue, Jan 7, 25 NORTH & SOUTH:Cherry Ave LOCATION #:1 EAST & WEST:I-10 WB Ramps CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 WB Ramps I-10 WB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 X 3 1 X X X 2 X 1 0 0 0 0 AM 7:00 AM 0 124 91 0 155 90 0 0 0 81 0 98 639 0 0 0 0 0 7:15 AM 0 116 109 0 140 88 0 0 0 50 0 100 603 0 0 0 0 0 7:30 AM 0 159 122 0 167 111 0 0 0 76 0 77 712 0 0 0 0 0 7:45 AM 0 202 102 0 182 89 0 0 0 92 0 70 737 0 0 0 0 0 8:00 AM 0 169 103 0 155 95 0 0 0 90 0 107 719 0 0 0 0 0 8:15 AM 0 139 83 0 147 78 0 0 0 67 0 102 616 0 0 0 0 0 8:30 AM 0 168 54 0 190 69 0 0 0 73 0 92 646 0 0 0 0 0 8:45 AM 0 150 76 0 163 81 0 0 0 86 0 105 661 0 0 0 0 0 VOLUMES 0 1,227 740 0 1,299 701 0 0 0 615 0 751 5,333 0 0 0 0 0 APPROACH %0%62%38%0%65%35%0%0%0%45%0%55% APP/DEPART 1,967 /1,978 2,000 /1,914 0 /740 1,366 /701 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 669 410 0 651 373 0 0 0 325 0 356 2,784 0 0 0 0 APPROACH %0%62%38%0%64%36%0%0%0%48%0%52% PEAK HR FACTOR 0.887 0.921 0.000 0.864 0.944 APP/DEPART 1,079 /1,025 1,024 /976 0 /410 681 /373 0 PM 4:00 PM 0 233 97 0 249 88 0 0 0 71 0 74 812 0 0 0 0 0 4:15 PM 0 210 72 0 257 74 0 0 0 85 0 87 785 0 0 0 0 0 4:30 PM 0 206 89 0 237 90 0 0 0 84 0 88 794 0 0 0 0 0 4:45 PM 0 223 74 0 240 84 0 0 0 84 0 82 787 0 0 0 0 0 5:00 PM 0 242 78 0 259 73 0 0 0 83 0 87 822 0 0 0 0 0 5:15 PM 0 228 65 0 256 88 0 0 0 101 0 73 811 0 0 0 0 0 5:30 PM 0 208 61 0 241 69 0 0 0 124 0 89 792 0 0 0 0 0 5:45 PM 0 225 51 0 188 60 0 0 0 126 0 93 743 0 0 0 0 0 VOLUMES 0 1,775 587 0 1,927 626 0 0 0 758 0 673 6,346 0 0 0 0 0 APPROACH %0%75%25%0%75%25%0%0%0%53%0%47% APP/DEPART 2,362 /2,448 2,553 /2,685 0 /587 1,431 /626 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 899 306 0 992 335 0 0 0 352 0 330 3,214 0 0 0 0 APPROACH %0%75%25%0%75%25%0%0%0%52%0%48% PEAK HR FACTOR 0.941 0.964 0.000 0.980 0.977 APP/DEPART 1,205 /1,229 1,327 /1,344 0 /306 682 /335 0 Cherry Ave NORTH LEG I-10 WB Ramps WEST LEG EAST LEG I-10 WB Ramps SOUTH LEG Cherry Ave AimTD LLC TURNING MOVEMENT COUNTS Cherry Ave 4,553 1,327 3,226 0 TOTAL 4,426 2,553 626 1,927 0 PM 2,448 2,000 701 1,299 0 AM 1,978 I- 1 0 WB Ra m p s 1, 3 6 6 1, 4 3 1 2, 7 9 7 I- 1 0 WB Ra m p s 1, 3 2 7 62 6 70 1 75 1 67 3 1, 4 2 4 Fontana 0 0 0 TO T A L PM AM SC5106 61 5 75 8 1, 3 7 3 0 0 0 ALL HOURS AM PM TO T A L 0 0 0 0 0 0 74 0 58 7 1, 3 2 7 0 0 0 1,914 AM 0 1,227 740 1,967 2,685 PM 0 1,775 587 2,362 4,599 TOTAL 0 3,002 1,327 4,329 Cherry Ave Cherry Ave 2,351 708 1,643 0 TOTAL 2,254 1,327 335 992 0 PM 1,229 1,024 373 651 0 AM 1,025 I- 1 0 WB Ra m p s 68 1 68 2 1, 3 6 3 I- 1 0 WB Ra m p s 70 8 33 5 37 3 35 6 33 0 68 6 PEAK HOUR 0 0 0 TO T A L PM AM AM 7:30 AM 8:45 AM 32 5 35 2 67 7 0 0 0 #N/A AM PM TO T A L 0 0 0 PM 4:30 PM 3:45 PM 0 0 0 41 0 30 6 71 6 0 0 0 976 AM 0 669 410 1,079 1,344 PM 0 899 306 1,205 2,320 Total 0 1,568 716 2,284 Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:1 TUESDAY EAST & WEST:I-10 WB Ramps CONTROL:SIGNAL NOTES:AM ▲ PCE Class 1 2 3 4 5 6 PM N Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 WB Ramps I-10 WB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 X 3 1 X X X 2 X 1 AM 7:00 AM 0 157 129 0 235 136 0 0 0 108 0 132 896 0 7:15 AM 0 164 149 0 190 121 0 0 0 58 0 130 811 0 7:30 AM 0 192 159 0 244 156 0 0 0 96 0 93 939 0 7:45 AM 0 267 126 0 256 129 0 0 0 98 0 83 958 0 8:00 AM 0 206 142 0 204 141 0 0 0 120 0 132 943 0 8:15 AM 0 176 118 0 207 118 0 0 0 76 0 143 837 0 8:30 AM 0 228 90 0 265 96 0 0 0 105 0 135 918 0 8:45 AM 0 199 124 0 238 126 0 0 0 107 0 140 932 0 VOLUMES 0 1,587 1,035 0 1,838 1,020 0 0 0 767 0 987 7,233 0 0 0 0 0 APPROACH %0%61%39%0%64%36%0%0%0%44%0%56% APP/DEPART 2,622 /2,574 2,858 /2,604 0 /1,035 1,753 /1,020 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 841 544 0 910 543 0 0 0 389 0 450 3,676 APPROACH %0%61%39%0%63%37%0%0%0%46%0%54% PEAK HR FACTOR 0.882 0.909 0.000 0.834 0.960 APP/DEPART 1,384 /1,291 1,453 /1,299 0 /544 839 /543 0 PM 4:00 PM 0 268 125 0 318 111 0 0 0 100 0 110 1,031 0 4:15 PM 0 253 92 0 334 94 0 0 0 116 0 115 1,003 0 4:30 PM 0 228 115 0 316 110 0 0 0 107 0 117 992 0 4:45 PM 0 265 104 0 303 105 0 0 0 101 0 104 980 0 5:00 PM 0 286 102 0 318 101 0 0 0 101 0 110 1,016 0 5:15 PM 0 270 80 0 309 110 0 0 0 121 0 85 973 0 5:30 PM 0 251 67 0 300 88 0 0 0 143 0 124 972 0 5:45 PM 0 272 60 0 216 78 0 0 0 148 0 113 885 0 VOLUMES 0 2,090 744 0 2,412 796 0 0 0 934 0 876 7,851 0 0 0 0 0 APPROACH %0%74%26%0%75%25%0%0%0%52%0%48% APP/DEPART 2,834 /2,966 3,208 /3,346 0 /744 1,810 /796 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 1,047 401 0 1,245 425 0 0 0 429 0 415 3,961 APPROACH %0%72%28%0%75%25%0%0%0%51%0%49% PEAK HR FACTOR 0.934 0.980 0.000 0.945 0.975 APP/DEPART 1,448 /1,462 1,670 /1,674 0 /401 843 /425 0 Cherry Ave NORTH SIDE I-10 WB Ramps WEST SIDE EAST SIDE I-10 WB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:1 TUESDAY EAST & WEST:I-10 WB Ramps CONTROL:SIGNAL CLASS 1:NOTES:AM ▲ PASSENGER PM N VEHICLES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 WB Ramps I-10 WB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 X 3 1 X X X 2 X 1 AM 7:00 AM 0 96 67 0 99 59 0 0 0 63 0 72 456 0 0 0 0 0 7:15 AM 0 78 84 0 102 65 0 0 0 42 0 73 444 0 0 0 0 0 7:30 AM 0 130 98 0 119 77 0 0 0 60 0 63 547 0 0 0 0 0 7:45 AM 0 156 89 0 131 62 0 0 0 86 0 59 583 0 0 0 0 0 8:00 AM 0 131 79 0 123 59 0 0 0 64 0 86 542 0 0 0 0 0 8:15 AM 0 106 64 0 95 51 0 0 0 59 0 72 447 0 0 0 0 0 8:30 AM 0 119 32 0 129 50 0 0 0 51 0 59 440 0 0 0 0 0 8:45 AM 0 108 47 0 105 53 0 0 0 73 0 74 460 0 0 0 0 0 VOLUMES 0 924 560 0 903 476 0 0 0 498 0 558 3,919 0 0 0 0 0 APPROACH %0%62%38%0%65%35%0%0%0%47%0%53% APP/DEPART 1,484 /1,482 1,379 /1,401 0 /560 1,056 /476 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 523 330 0 468 249 0 0 0 269 0 280 2,119 0 0 0 0 APPROACH %0%61%39%0%65%35%0%0%0%49%0%51% PEAK HR FACTOR 0.870 0.915 0.000 0.915 0.909 APP/DEPART 853 /803 717 /737 0 /330 549 /249 0 PM 4:00 PM 0 198 81 0 196 70 0 0 0 51 0 49 645 0 0 0 0 0 4:15 PM 0 173 57 0 196 60 0 0 0 61 0 68 615 0 0 0 0 0 4:30 PM 0 188 72 0 177 76 0 0 0 65 0 68 646 0 0 0 0 0 4:45 PM 0 186 55 0 192 65 0 0 0 70 0 64 632 0 0 0 0 0 5:00 PM 0 208 64 0 215 54 0 0 0 70 0 71 682 0 0 0 0 0 5:15 PM 0 194 52 0 212 75 0 0 0 88 0 65 686 0 0 0 0 0 5:30 PM 0 176 56 0 200 57 0 0 0 111 0 69 669 0 0 0 0 0 5:45 PM 0 188 44 0 163 48 0 0 0 112 0 79 634 0 0 0 0 0 VOLUMES 0 1,511 481 0 1,551 505 0 0 0 628 0 533 5,209 0 0 0 0 0 APPROACH %0%76%24%0%75%25%0%0%0%54%0%46% APP/DEPART 1,992 /2,044 2,056 /2,179 0 /481 1,161 /505 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 776 243 0 796 270 0 0 0 293 0 268 2,646 0 0 0 0 APPROACH %0%76%24%0%75%25%0%0%0%52%0%48% PEAK HR FACTOR 0.937 0.929 0.000 0.917 0.964 APP/DEPART 1,019 /1,044 1,066 /1,089 0 /243 561 /270 0 Cherry Ave NORTH SIDE I-10 WB Ramps WEST SIDE EAST SIDE I-10 WB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:1 TUESDAY EAST & WEST:I-10 WB Ramps CONTROL:SIGNAL CLASS 2:NOTES:AM ▲ 2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 WB Ramps I-10 WB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 X 3 1 X X X 2 X 1 AM 7:00 AM 0 9 6 0 12 8 0 0 0 4 0 7 46 0 0 0 0 0 7:15 AM 0 14 6 0 10 9 0 0 0 5 0 12 56 0 0 0 0 0 7:30 AM 0 15 6 0 6 11 0 0 0 7 0 4 49 0 0 0 0 0 7:45 AM 0 10 1 0 10 7 0 0 0 2 0 3 33 0 0 0 0 0 8:00 AM 0 18 5 0 5 13 0 0 0 13 0 8 62 0 0 0 0 0 8:15 AM 0 14 1 0 25 6 0 0 0 4 0 9 59 0 0 0 0 0 8:30 AM 0 21 4 0 24 5 0 0 0 6 0 8 68 0 0 0 0 0 8:45 AM 0 17 7 0 17 5 0 0 0 2 0 12 60 0 0 0 0 0 VOLUMES 0 118 36 0 109 64 0 0 0 43 0 63 433 0 0 0 0 0 APPROACH %0%77%23%0%63%37%0%0%0%41%0%59% APP/DEPART 154 /181 173 /152 0 /36 106 /64 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 57 13 0 46 37 0 0 0 26 0 24 203 0 0 0 0 APPROACH %0%81%19%0%55%45%0%0%0%52%0%48% PEAK HR FACTOR 0.761 0.669 0.000 0.595 0.819 APP/DEPART 70 /81 83 /72 0 /13 50 /37 0 PM 4:00 PM 0 16 2 0 16 3 0 0 0 5 0 4 46 0 0 0 0 0 4:15 PM 0 16 3 0 18 4 0 0 0 7 0 6 54 0 0 0 0 0 4:30 PM 0 5 4 0 16 4 0 0 0 7 0 3 39 0 0 0 0 0 4:45 PM 0 13 4 0 15 9 0 0 0 3 0 6 50 0 0 0 0 0 5:00 PM 0 11 2 0 13 5 0 0 0 4 0 3 38 0 0 0 0 0 5:15 PM 0 13 5 0 12 2 0 0 0 1 0 3 36 0 0 0 0 0 5:30 PM 0 11 0 0 3 2 0 0 0 4 0 3 23 0 0 0 0 0 5:45 PM 0 11 3 0 9 2 0 0 0 3 0 2 30 0 0 0 0 0 VOLUMES 0 96 23 0 102 31 0 0 0 34 0 30 316 0 0 0 0 0 APPROACH %0%81%19%0%77%23%0%0%0%53%0%47% APP/DEPART 119 /126 133 /136 0 /23 64 /31 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 42 15 0 56 20 0 0 0 15 0 15 163 0 0 0 0 APPROACH %0%74%26%0%74%26%0%0%0%50%0%50% PEAK HR FACTOR 0.792 0.792 0.000 0.750 0.815 APP/DEPART 57 /57 76 /71 0 /15 30 /20 0 Cherry Ave NORTH SIDE I-10 WB Ramps WEST SIDE EAST SIDE I-10 WB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:1 TUESDAY EAST & WEST:I-10 WB Ramps CONTROL:SIGNAL CLASS 3:NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 WB Ramps I-10 WB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 X 3 1 X X X 2 X 1 AM 7:00 AM 0 10 1 0 14 4 0 0 0 3 0 8 40 0 0 0 0 0 7:15 AM 0 7 1 0 11 0 0 0 0 1 0 6 26 0 0 0 0 0 7:30 AM 0 3 2 0 10 7 0 0 0 2 0 5 29 0 0 0 0 0 7:45 AM 0 12 1 0 13 4 0 0 0 3 0 5 38 0 0 0 0 0 8:00 AM 0 12 2 0 8 7 0 0 0 3 0 5 37 0 0 0 0 0 8:15 AM 0 8 2 0 7 5 0 0 0 1 0 6 29 0 0 0 0 0 8:30 AM 0 7 2 0 11 4 0 0 0 3 0 11 38 0 0 0 0 0 8:45 AM 0 10 0 0 16 4 0 0 0 2 0 9 41 0 0 0 0 0 VOLUMES 0 69 11 0 90 35 0 0 0 18 0 55 278 0 0 0 0 0 APPROACH %0%86%14%0%72%28%0%0%0%25%0%75% APP/DEPART 80 /124 125 /108 0 /11 73 /35 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 35 7 0 38 23 0 0 0 9 0 21 133 0 0 0 0 APPROACH %0%83%17%0%62%38%0%0%0%30%0%70% PEAK HR FACTOR 0.750 0.897 0.000 0.938 0.875 APP/DEPART 42 /56 61 /47 0 /7 30 /23 0 PM 4:00 PM 0 11 1 0 13 9 0 0 0 4 0 8 46 0 0 0 0 0 4:15 PM 0 7 6 0 18 2 0 0 0 7 0 1 41 0 0 0 0 0 4:30 PM 0 7 2 0 17 2 0 0 0 5 0 7 40 0 0 0 0 0 4:45 PM 0 13 2 0 11 4 0 0 0 7 0 5 42 0 0 0 0 0 5:00 PM 0 8 1 0 9 3 0 0 0 2 0 5 28 0 0 0 0 0 5:15 PM 0 7 4 0 17 1 0 0 0 5 0 0 34 0 0 0 0 0 5:30 PM 0 5 4 0 19 2 0 0 0 1 0 1 32 0 0 0 0 0 5:45 PM 0 10 1 0 9 3 0 0 0 2 0 5 30 0 0 0 0 0 VOLUMES 0 68 21 0 113 26 0 0 0 33 0 32 293 0 0 0 0 0 APPROACH %0%76%24%0%81%19%0%0%0%51%0%49% APP/DEPART 89 /100 139 /146 0 /21 65 /26 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 35 9 0 54 10 0 0 0 19 0 17 144 0 0 0 0 APPROACH %0%80%20%0%84%16%0%0%0%53%0%47% PEAK HR FACTOR 0.733 0.842 0.000 0.750 0.857 APP/DEPART 44 /52 64 /73 0 /9 36 /10 0 Cherry Ave NORTH SIDE I-10 WB Ramps WEST SIDE EAST SIDE I-10 WB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:1 TUESDAY EAST & WEST:I-10 WB Ramps CONTROL:SIGNAL CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 WB Ramps I-10 WB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 X 3 1 X X X 2 X 1 AM 7:00 AM 0 9 17 0 30 19 0 0 0 11 0 11 97 0 0 0 0 0 7:15 AM 0 17 18 0 17 14 0 0 0 2 0 9 77 0 0 0 0 0 7:30 AM 0 11 16 0 32 16 0 0 0 7 0 4 86 0 0 0 0 0 7:45 AM 0 24 11 0 28 16 0 0 0 1 0 3 83 0 0 0 0 0 8:00 AM 0 8 17 0 19 16 0 0 0 10 0 8 78 0 0 0 0 0 8:15 AM 0 11 16 0 20 16 0 0 0 3 0 15 81 0 0 0 0 0 8:30 AM 0 21 16 0 26 10 0 0 0 13 0 14 100 0 0 0 0 0 8:45 AM 0 15 22 0 25 19 0 0 0 9 0 10 100 0 0 0 0 0 VOLUMES 0 116 133 0 197 126 0 0 0 56 0 74 702 0 0 0 0 0 APPROACH %0%47%53%0%61%39%0%0%0%43%0%57% APP/DEPART 249 /190 323 /253 0 /133 130 /126 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 54 60 0 99 64 0 0 0 21 0 30 328 0 0 0 0 APPROACH %0%47%53%0%61%39%0%0%0%41%0%59% PEAK HR FACTOR 0.814 0.849 0.000 0.708 0.953 APP/DEPART 114 /84 163 /120 0 /60 51 /64 0 PM 4:00 PM 0 8 13 0 24 6 0 0 0 11 0 13 75 0 0 0 0 0 4:15 PM 0 14 6 0 25 8 0 0 0 10 0 12 75 0 0 0 0 0 4:30 PM 0 6 11 0 27 8 0 0 0 7 0 10 69 0 0 0 0 0 4:45 PM 0 11 13 0 22 6 0 0 0 4 0 7 63 0 0 0 0 0 5:00 PM 0 15 11 0 21 11 0 0 0 7 0 8 73 0 0 0 0 0 5:15 PM 0 14 4 0 15 10 0 0 0 7 0 5 55 0 0 0 0 0 5:30 PM 0 16 1 0 19 8 0 0 0 8 0 16 68 0 0 0 0 0 5:45 PM 0 15 3 0 7 7 0 0 0 9 0 7 48 0 0 0 0 0 VOLUMES 0 99 62 0 160 64 0 0 0 63 0 78 526 0 0 0 0 0 APPROACH %0%61%39%0%71%29%0%0%0%45%0%55% APP/DEPART 161 /177 224 /223 0 /62 141 /64 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 46 39 0 85 35 0 0 0 25 0 30 260 0 0 0 0 APPROACH %0%54%46%0%71%29%0%0%0%45%0%55% PEAK HR FACTOR 0.817 0.857 0.000 0.809 0.890 APP/DEPART 85 /76 120 /110 0 /39 55 /35 0 Cherry Ave NORTH SIDE I-10 WB Ramps WEST SIDE EAST SIDE I-10 WB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:1 TUESDAY EAST & WEST:I-10 WB Ramps CONTROL:SIGNAL CLASS 5:NOTES:AM ▲ RV PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 WB Ramps I-10 WB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 X 3 1 X X X 2 X 1 AM 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 PM 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 VOLUMES 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 APPROACH %0%100%0%0%100%0%0%0%0%0%0%0% APP/DEPART 1 /1 1 /1 0 /0 0 /0 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 APPROACH %0%0%0%0%100%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250 APP/DEPART 0 /0 1 /1 0 /0 0 /0 0 Cherry Ave NORTH SIDE I-10 WB Ramps WEST SIDE EAST SIDE I-10 WB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:1 TUESDAY EAST & WEST:I-10 WB Ramps CONTROL:SIGNAL CLASS 6:NOTES:AM ▲ PM N BUSES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 WB Ramps I-10 WB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 X 3 1 X X X 2 X 1 AM 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%100% APP/DEPART 0 /1 0 /0 0 /0 1 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%100% PEAK HR FACTOR 0.000 0.000 0.000 0.250 0.250 APP/DEPART 0 /1 0 /0 0 /0 1 /0 0 PM 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Cherry Ave NORTH SIDE I-10 WB Ramps WEST SIDE EAST SIDE I-10 WB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS T020624 PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 Tue, Jan 7, 25 NORTH & SOUTH:Cherry Ave LOCATION #:2 EAST & WEST:I-10 EB Ramps CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 EB Ramps I-10 EB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 2 3 X 1.3 0.3 1.3 X X X 0 0 0 0 AM 7:00 AM 0 162 91 73 162 0 54 0 105 0 0 0 647 0 0 0 0 0 7:15 AM 0 167 81 59 130 0 58 0 85 0 0 0 580 0 0 0 0 0 7:30 AM 0 233 90 66 177 0 49 0 89 0 0 0 704 0 0 0 0 0 7:45 AM 0 203 80 65 209 0 102 0 109 0 0 0 768 0 0 0 0 0 8:00 AM 0 188 70 71 173 0 85 1 119 0 0 0 707 0 0 0 0 0 8:15 AM 0 150 60 63 150 0 72 2 107 0 0 0 604 0 0 0 0 0 8:30 AM 0 149 65 81 181 0 74 0 100 0 0 0 650 0 0 0 0 0 8:45 AM 0 163 53 64 184 0 64 2 94 0 0 0 624 0 0 0 0 0 VOLUMES 0 1,415 590 542 1,366 0 558 5 808 0 0 0 5,284 0 0 0 0 0 APPROACH %0%71%29%28%72%0%41%0%59%0%0%0% APP/DEPART 2,005 /1,973 1,908 /2,174 1,371 /1,137 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 774 300 265 709 0 308 3 424 0 0 0 2,783 0 0 0 0 APPROACH %0%72%28%27%73%0%42%0%58%0%0%0% PEAK HR FACTOR 0.831 0.889 0.871 0.000 0.906 APP/DEPART 1,074 /1,082 974 /1,133 735 /568 0 /0 0 PM 4:00 PM 0 239 101 127 193 0 91 11 82 0 0 0 844 0 0 0 0 0 4:15 PM 0 206 97 114 228 0 76 9 87 0 0 0 817 0 0 0 0 0 4:30 PM 0 224 94 99 221 0 71 8 106 0 0 0 823 0 0 0 0 0 4:45 PM 0 210 101 100 223 0 87 7 84 0 0 0 812 0 0 0 0 0 5:00 PM 0 215 99 103 239 0 106 7 91 0 0 0 860 0 0 0 0 0 5:15 PM 0 218 92 96 260 0 75 14 100 0 0 0 855 0 0 0 0 0 5:30 PM 0 188 76 95 270 0 81 7 108 0 0 0 825 0 0 0 0 0 5:45 PM 0 174 86 83 229 0 106 9 113 0 0 0 800 0 0 0 0 0 VOLUMES 0 1,674 746 817 1,863 0 693 72 771 0 0 0 6,636 0 0 0 0 0 APPROACH %0%69%31%30%70%0%45%5%50%0%0%0% APP/DEPART 2,420 /2,367 2,680 /2,634 1,536 /1,635 0 /0 0 BEGIN PEAK HR 4:45 PM VOLUMES 0 831 368 394 992 0 349 35 383 0 0 0 3,352 0 0 0 0 APPROACH %0%69%31%28%72%0%46%5%50%0%0%0% PEAK HR FACTOR 0.955 0.949 0.940 0.000 0.974 APP/DEPART 1,199 /1,180 1,386 /1,375 767 /797 0 /0 0 Cherry Ave NORTH LEG I-10 EB Ramps WEST LEG EAST LEG I-10 EB Ramps SOUTH LEG Cherry Ave AimTD LLC TURNING MOVEMENT COUNTS Cherry Ave 4,588 0 3,229 1,359 TOTAL 4,340 2,680 0 1,863 817 PM 2,367 1,908 0 1,366 542 AM 1,973 I- 1 0 EB Ra m p s 0 0 0 I- 1 0 EB Ra m p s 0 0 0 0 0 0 Fontana 0 0 0 TO T A L PM AM SC5106 0 0 0 1, 2 5 1 69 3 55 8 ALL HOURS AM PM TO T A L 77 72 5 1, 5 7 9 77 1 80 8 1, 1 3 7 1, 6 3 5 2, 7 7 2 2, 9 0 7 1, 5 3 6 1, 3 7 1 2,174 AM 0 1,415 590 2,005 2,634 PM 0 1,674 746 2,420 4,808 TOTAL 0 3,089 1,336 4,425 Cherry Ave Cherry Ave 2,360 0 1,701 659 TOTAL 2,262 1,386 0 992 394 PM 1,180 974 0 709 265 AM 1,082 I- 1 0 EB Ra m p s 0 0 0 I- 1 0 EB Ra m p s 0 0 0 0 0 0 PEAK HOUR 0 0 0 TO T A L PM AM AM 7:30 AM 8:45 AM 0 0 0 65 7 34 9 30 8 #N/A AM PM TO T A L 38 35 3 PM 4:45 PM 3:45 PM 80 7 38 3 42 4 56 8 79 7 1, 3 6 5 1, 5 0 2 76 7 73 5 1,133 AM 0 774 300 1,074 1,375 PM 0 831 368 1,199 2,508 Total 0 1,605 668 2,273 Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana 1/7/25 NORTH & SOUTH:Cherry Ave TUESDAY EAST & WEST:I-10 EB Ramps NOTES: PCE Class 1 2 3 4 Adjusted Factor 1 1.5 2 3 NORTHBOUND SOUTHBOUND Cherry Ave Cherry Ave NL NT NR SL ST LANES:X 3 1 2 3 AM 7:00 AM 0 223 132 114 228 7:15 AM 0 223 112 88 159 7:30 AM 0 287 112 100 240 7:45 AM 0 272 101 97 257 8:00 AM 0 245 89 101 221 8:15 AM 0 210 86 103 179 8:30 AM 0 223 96 119 250 8:45 AM 0 239 75 92 252 VOLUMES 0 1,920 802 813 1,786 APPROACH %0%71%29%31%69% APP/DEPART 2,722 /2,628 2,598 / BEGIN PEAK HR 7:30 AM VOLUMES 0 1,014 388 400 897 APPROACH %0%72%28%31%69% PEAK HR FACTOR 0.879 0.916 APP/DEPART 1,402 /1,387 1,297 / PM 4:00 PM 0 289 123 164 254 4:15 PM 0 256 129 141 309 4:30 PM 0 263 112 143 279 4:45 PM 0 271 118 129 273 5:00 PM 0 260 113 127 292 5:15 PM 0 259 113 116 313 5:30 PM 0 215 92 127 316 5:45 PM 0 208 103 92 269 VOLUMES 0 2,019 902 1,038 2,303 APPROACH %0%69%31%31%69% APP/DEPART 2,921 /2,839 3,341 / PM BEGIN PEAK HR 4:45 PM VOLUMES 0 1,005 436 498 1,194 APPROACH %0%70%30%29%71% PEAK HR FACTOR 0.927 0.956 APP/DEPART 1,441 /1,424 1,692 / I-10 EB Ramps WEST SIDE INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com SOUTHBOUND Cherry Ave PROJECT #:SC5106 LOCATION #:2 CONTROL:SIGNAL AM ▲ 5 6 PM N 2 2 MD ◄ W E ► OTHER S OTHER ▼ EASTBOUND WESTBOUND I-10 EB Ramps I-10 EB Ramps SR EL ET ER WL WT WR TOTAL X 1.3 0.3 1.3 X X X 0 64 0 138 0 0 0 898 0 90 0 113 0 0 0 784 0 65 0 126 0 0 0 929 0 122 0 130 0 0 0 979 0 104 2 164 0 0 0 925 0 84 2 142 0 0 0 805 0 96 0 148 0 0 0 931 0 85 2 140 0 0 0 884 0 708 6 1,099 0 0 0 7,132 0%39%0%61%0%0%0% 2,884 1,812 /1,620 0 /0 0 0 374 4 561 0 0 0 3,637 0%40%0%60%0%0%0% 0.873 0.000 0.929 1,458 938 /792 0 /0 0 0 104 11 108 0 0 0 1,052 0 89 11 105 0 0 0 1,039 0 80 9 144 0 0 0 1,028 0 98 7 118 0 0 0 1,013 0 129 7 109 0 0 0 1,036 0 90 16 113 0 0 0 1,020 0 103 7 134 0 0 0 993 0 128 9 139 0 0 0 947 0 820 77 968 0 0 0 8,126 0%44%4%52%0%0%0% 3,271 1,864 /2,016 0 /0 0 0 419 37 473 0 0 0 4,061 0%45%4%51%0%0%0% 0.952 0.000 0.980 1,667 929 /971 0 /0 0 Cherry Ave NORTH SIDE EAST SIDE I-10 EB Ramps SOUTH SIDE Cherry Ave U-TURNS NB SB EB WB TTL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:2 TUESDAY EAST & WEST:I-10 EB Ramps CONTROL:SIGNAL CLASS 1:NOTES:AM ▲ PASSENGER PM N VEHICLES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 EB Ramps I-10 EB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 2 3 X 1.3 0.3 1.3 X X X AM 7:00 AM 0 117 64 47 114 0 47 0 82 0 0 0 471 0 0 0 0 0 7:15 AM 0 126 62 42 101 0 36 0 63 0 0 0 430 0 0 0 0 0 7:30 AM 0 193 73 46 133 0 36 0 64 0 0 0 545 0 0 0 0 0 7:45 AM 0 159 61 44 173 0 87 0 95 0 0 0 619 0 0 0 0 0 8:00 AM 0 144 54 48 138 0 67 0 88 0 0 0 539 0 0 0 0 0 8:15 AM 0 111 41 36 117 0 59 2 80 0 0 0 446 0 0 0 0 0 8:30 AM 0 96 41 55 124 0 56 0 69 0 0 0 441 0 0 0 0 0 8:45 AM 0 106 36 44 133 0 50 2 63 0 0 0 434 0 0 0 0 0 VOLUMES 0 1,052 432 362 1,033 0 438 4 604 0 0 0 3,925 0 0 0 0 0 APPROACH %0%71%29%26%74%0%42%0%58%0%0%0% APP/DEPART 1,484 /1,490 1,395 /1,637 1,046 /798 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 607 229 174 561 0 249 2 327 0 0 0 2,149 0 0 0 0 APPROACH %0%73%27%24%76%0%43%0%57%0%0%0% PEAK HR FACTOR 0.786 0.847 0.794 0.000 0.868 APP/DEPART 836 /856 735 /888 578 /405 0 /0 0 PM 4:00 PM 0 198 88 100 147 0 81 11 64 0 0 0 689 0 0 0 0 0 4:15 PM 0 167 78 92 165 0 63 8 74 0 0 0 647 0 0 0 0 0 4:30 PM 0 197 79 70 171 0 63 7 77 0 0 0 664 0 0 0 0 0 4:45 PM 0 163 84 80 181 0 78 7 59 0 0 0 652 0 0 0 0 0 5:00 PM 0 182 90 88 197 0 91 7 74 0 0 0 729 0 0 0 0 0 5:15 PM 0 182 79 82 217 0 64 13 88 0 0 0 725 0 0 0 0 0 5:30 PM 0 165 67 74 237 0 67 7 91 0 0 0 708 0 0 0 0 0 5:45 PM 0 148 75 76 197 0 88 9 96 0 0 0 689 0 0 0 0 0 VOLUMES 0 1,402 640 662 1,512 0 595 69 623 0 0 0 5,503 0 0 0 0 0 APPROACH %0%69%31%30%70%0%46%5%48%0%0%0% APP/DEPART 2,042 /1,997 2,174 /2,135 1,287 /1,371 0 /0 0 BEGIN PEAK HR 4:45 PM VOLUMES 0 692 320 324 832 0 300 34 312 0 0 0 2,814 0 0 0 0 APPROACH %0%68%32%28%72%0%46%5%48%0%0%0% PEAK HR FACTOR 0.930 0.929 0.939 0.000 0.965 APP/DEPART 1,012 /992 1,156 /1,144 646 /678 0 /0 0 Cherry Ave NORTH SIDE I-10 EB Ramps WEST SIDE EAST SIDE I-10 EB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:2 TUESDAY EAST & WEST:I-10 EB Ramps CONTROL:SIGNAL CLASS 2:NOTES:AM ▲ 2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 EB Ramps I-10 EB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 2 3 X 1.3 0.3 1.3 X X X AM 7:00 AM 0 13 6 4 12 0 2 0 7 0 0 0 44 0 0 0 0 0 7:15 AM 0 14 5 1 14 0 6 0 9 0 0 0 49 0 0 0 0 0 7:30 AM 0 15 6 3 10 0 6 0 7 0 0 0 47 0 0 0 0 0 7:45 AM 0 6 10 4 8 0 5 0 4 0 0 0 37 0 0 0 0 0 8:00 AM 0 12 6 8 10 0 11 1 11 0 0 0 59 0 0 0 0 0 8:15 AM 0 6 4 9 20 0 9 0 8 0 0 0 56 0 0 0 0 0 8:30 AM 0 17 9 8 22 0 8 0 5 0 0 0 69 0 0 0 0 0 8:45 AM 0 21 6 4 15 0 3 0 8 0 0 0 57 0 0 0 0 0 VOLUMES 0 104 52 41 111 0 50 1 59 0 0 0 418 0 0 0 0 0 APPROACH %0%67%33%27%73%0%45%1%54%0%0%0% APP/DEPART 156 /154 152 /170 110 /94 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 39 26 24 48 0 31 1 30 0 0 0 199 0 0 0 0 APPROACH %0%60%40%33%67%0%50%2%48%0%0%0% PEAK HR FACTOR 0.774 0.621 0.674 0.000 0.843 APP/DEPART 65 /70 72 /78 62 /51 0 /0 0 PM 4:00 PM 0 14 3 10 11 0 4 0 4 0 0 0 46 0 0 0 0 0 4:15 PM 0 11 1 6 19 0 8 0 4 0 0 0 49 0 0 0 0 0 4:30 PM 0 5 5 6 17 0 4 1 11 0 0 0 49 0 0 0 0 0 4:45 PM 0 15 8 4 14 0 2 0 7 0 0 0 50 0 0 0 0 0 5:00 PM 0 10 2 2 15 0 3 0 11 0 0 0 43 0 0 0 0 0 5:15 PM 0 14 2 3 10 0 4 0 6 0 0 0 39 0 0 0 0 0 5:30 PM 0 8 0 3 4 0 3 0 4 0 0 0 22 0 0 0 0 0 5:45 PM 0 5 2 2 10 0 9 0 3 0 0 0 31 0 0 0 0 0 VOLUMES 0 82 23 36 100 0 37 1 50 0 0 0 329 0 0 0 0 0 APPROACH %0%78%22%26%74%0%42%1%57%0%0%0% APP/DEPART 105 /119 136 /150 88 /60 0 /0 0 BEGIN PEAK HR 4:45 PM VOLUMES 0 47 12 12 43 0 12 0 28 0 0 0 154 0 0 0 0 APPROACH %0%80%20%22%78%0%30%0%70%0%0%0% PEAK HR FACTOR 0.641 0.764 0.714 0.000 0.770 APP/DEPART 59 /59 55 /71 40 /24 0 /0 0 Cherry Ave NORTH SIDE I-10 EB Ramps WEST SIDE EAST SIDE I-10 EB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:2 TUESDAY EAST & WEST:I-10 EB Ramps CONTROL:SIGNAL CLASS 3:NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 EB Ramps I-10 EB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 2 3 X 1.3 0.3 1.3 X X X AM 7:00 AM 0 10 4 5 12 0 1 0 3 0 0 0 35 0 0 0 0 0 7:15 AM 0 5 0 4 8 0 3 0 3 0 0 0 23 0 0 0 0 0 7:30 AM 0 4 3 2 10 0 1 0 3 0 0 0 23 0 0 0 0 0 7:45 AM 0 10 2 4 12 0 3 0 1 0 0 0 32 0 0 0 0 0 8:00 AM 0 13 4 4 7 0 1 0 1 0 0 0 30 0 0 0 0 0 8:15 AM 0 9 6 1 7 0 1 0 7 0 0 0 31 0 0 0 0 0 8:30 AM 0 7 4 2 12 0 2 0 7 0 0 0 34 0 0 0 0 0 8:45 AM 0 7 3 6 12 0 3 0 3 0 0 0 34 0 0 0 0 0 VOLUMES 0 65 26 28 80 0 15 0 28 0 0 0 242 0 0 0 0 0 APPROACH %0%71%29%26%74%0%35%0%65%0%0%0% APP/DEPART 91 /80 108 /108 43 /54 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 36 15 11 36 0 6 0 12 0 0 0 116 0 0 0 0 APPROACH %0%71%29%23%77%0%33%0%67%0%0%0% PEAK HR FACTOR 0.750 0.734 0.563 0.000 0.906 APP/DEPART 51 /42 47 /48 18 /26 0 /0 0 PM 4:00 PM 0 11 0 2 15 0 1 0 4 0 0 0 33 0 0 0 0 0 4:15 PM 0 12 5 8 17 0 1 0 2 0 0 0 45 0 0 0 0 0 4:30 PM 0 8 5 5 17 0 1 0 4 0 0 0 40 0 0 0 0 0 4:45 PM 0 11 5 5 13 0 4 0 6 0 0 0 44 0 0 0 0 0 5:00 PM 0 6 1 3 8 0 3 0 0 0 0 0 21 0 0 0 0 0 5:15 PM 0 10 2 4 18 0 1 0 2 0 0 0 37 0 0 0 0 0 5:30 PM 0 7 2 6 14 0 2 0 2 0 0 0 33 0 0 0 0 0 5:45 PM 0 10 2 2 9 0 1 0 4 0 0 0 28 0 0 0 0 0 VOLUMES 0 75 22 35 111 0 14 0 24 0 0 0 281 0 0 0 0 0 APPROACH %0%77%23%24%76%0%37%0%63%0%0%0% APP/DEPART 97 /89 146 /135 38 /57 0 /0 0 BEGIN PEAK HR 4:45 PM VOLUMES 0 34 10 18 53 0 10 0 10 0 0 0 135 0 0 0 0 APPROACH %0%77%23%25%75%0%50%0%50%0%0%0% PEAK HR FACTOR 0.688 0.807 0.500 0.000 0.767 APP/DEPART 44 /44 71 /63 20 /28 0 /0 0 Cherry Ave NORTH SIDE I-10 EB Ramps WEST SIDE EAST SIDE I-10 EB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:2 TUESDAY EAST & WEST:I-10 EB Ramps CONTROL:SIGNAL CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 EB Ramps I-10 EB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 2 3 X 1.3 0.3 1.3 X X X AM 7:00 AM 0 22 17 17 24 0 4 0 13 0 0 0 97 0 0 0 0 0 7:15 AM 0 22 14 12 7 0 13 0 10 0 0 0 78 0 0 0 0 0 7:30 AM 0 21 8 15 24 0 6 0 15 0 0 0 89 0 0 0 0 0 7:45 AM 0 28 7 13 16 0 7 0 9 0 0 0 80 0 0 0 0 0 8:00 AM 0 19 6 11 18 0 6 0 19 0 0 0 79 0 0 0 0 0 8:15 AM 0 24 9 17 6 0 3 0 12 0 0 0 71 0 0 0 0 0 8:30 AM 0 29 11 16 23 0 8 0 19 0 0 0 106 0 0 0 0 0 8:45 AM 0 29 8 10 24 0 8 0 19 0 0 0 98 0 0 0 0 0 VOLUMES 0 194 80 111 142 0 55 0 116 0 0 0 698 0 0 0 0 0 APPROACH %0%71%29%44%56%0%32%0%68%0%0%0% APP/DEPART 274 /249 253 /258 171 /191 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 92 30 56 64 0 22 0 55 0 0 0 319 0 0 0 0 APPROACH %0%75%25%47%53%0%29%0%71%0%0%0% PEAK HR FACTOR 0.871 0.769 0.770 0.000 0.896 APP/DEPART 122 /114 120 /119 77 /86 0 /0 0 PM 4:00 PM 0 16 10 15 20 0 5 0 10 0 0 0 76 0 0 0 0 0 4:15 PM 0 16 13 8 27 0 4 1 7 0 0 0 76 0 0 0 0 0 4:30 PM 0 14 5 18 16 0 3 0 14 0 0 0 70 0 0 0 0 0 4:45 PM 0 21 4 11 15 0 3 0 12 0 0 0 66 0 0 0 0 0 5:00 PM 0 17 6 10 18 0 9 0 6 0 0 0 66 0 0 0 0 0 5:15 PM 0 12 9 7 15 0 6 1 4 0 0 0 54 0 0 0 0 0 5:30 PM 0 8 7 12 15 0 9 0 11 0 0 0 62 0 0 0 0 0 5:45 PM 0 10 7 3 13 0 8 0 10 0 0 0 51 0 0 0 0 0 VOLUMES 0 114 61 84 139 0 47 2 74 0 0 0 521 0 0 0 0 0 APPROACH %0%65%35%38%62%0%38%2%60%0%0%0% APP/DEPART 175 /161 223 /213 123 /147 0 /0 0 BEGIN PEAK HR 4:45 PM VOLUMES 0 58 26 40 63 0 27 1 33 0 0 0 248 0 0 0 0 APPROACH %0%69%31%39%61%0%44%2%54%0%0%0% PEAK HR FACTOR 0.840 0.920 0.763 0.000 0.939 APP/DEPART 84 /85 103 /96 61 /67 0 /0 0 Cherry Ave NORTH SIDE I-10 EB Ramps WEST SIDE EAST SIDE I-10 EB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:2 TUESDAY EAST & WEST:I-10 EB Ramps CONTROL:SIGNAL CLASS 5:NOTES:AM ▲ RV PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 EB Ramps I-10 EB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 2 3 X 1.3 0.3 1.3 X X X AM 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 PM 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 VOLUMES 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 APPROACH %0%100%0%0%100%0%0%0%0%0%0%0% APP/DEPART 1 /1 1 /1 0 /0 0 /0 0 BEGIN PEAK HR 4:45 PM VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 APPROACH %0%0%0%0%100%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250 APP/DEPART 0 /0 1 /1 0 /0 0 /0 0 Cherry Ave NORTH SIDE I-10 EB Ramps WEST SIDE EAST SIDE I-10 EB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:2 TUESDAY EAST & WEST:I-10 EB Ramps CONTROL:SIGNAL CLASS 6:NOTES:AM ▲ PM N BUSES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave I-10 EB Ramps I-10 EB Ramps NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:X 3 1 2 3 X 1.3 0.3 1.3 X X X AM 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%100%0%0%0% APP/DEPART 0 /0 0 /1 1 /0 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 PM 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 4:45 PM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Cherry Ave NORTH SIDE I-10 EB Ramps WEST SIDE EAST SIDE I-10 EB Ramps SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS T020624 PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 Tue, Jan 7, 25 NORTH & SOUTH:Cherry Ave LOCATION #:3 EAST & WEST:Slover Ave CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 3 0 2 3 1 2 2 0 2 2 1 0 0 0 0 AM 7:00 AM 5 132 2 68 90 93 47 29 3 2 35 51 557 0 0 0 0 0 7:15 AM 2 167 1 55 89 83 45 20 3 3 34 55 557 0 1 0 0 1 7:30 AM 2 172 4 66 103 90 44 23 1 6 66 76 653 1 1 0 0 2 7:45 AM 5 173 10 70 112 124 41 27 3 3 80 54 702 0 0 0 0 0 8:00 AM 7 155 3 83 108 102 51 30 2 9 67 51 668 0 1 0 0 1 8:15 AM 9 126 8 83 102 87 33 51 2 10 58 60 629 0 0 0 1 1 8:30 AM 7 109 10 72 102 88 42 44 3 8 64 56 605 0 0 0 0 0 8:45 AM 9 106 11 86 126 84 50 27 2 7 41 47 596 0 0 0 3 3 VOLUMES 46 1,140 49 583 832 751 353 251 19 48 445 450 4,975 1 3 0 4 8 APPROACH %4%92%4%27%38%35%57%40%3%5%47%48% APP/DEPART 1,236 /1,946 2,169 /900 623 /887 947 /1,242 0 BEGIN PEAK HR 7:30 AM VOLUMES 23 626 25 302 425 403 169 131 8 28 271 241 2,656 1 2 0 1 APPROACH %3%93%4%27%38%36%55%43%3%5%50%45% PEAK HR FACTOR 0.898 0.925 0.895 0.914 0.946 APP/DEPART 675 /1,038 1,132 /462 308 /459 541 /697 0 PM 4:00 PM 8 152 9 68 142 67 79 96 15 7 35 82 760 0 0 0 0 0 4:15 PM 10 151 8 72 186 68 73 89 9 7 39 73 785 0 0 0 2 2 4:30 PM 1 157 10 77 178 74 76 106 10 8 41 96 834 1 1 0 1 3 4:45 PM 3 137 10 58 166 60 74 109 6 8 36 68 735 0 1 0 1 2 5:00 PM 5 165 7 72 230 49 82 127 8 7 34 76 862 1 0 1 1 3 5:15 PM 2 162 9 68 226 61 74 113 4 8 46 53 826 0 0 0 0 0 5:30 PM 3 145 7 78 249 55 57 90 13 11 46 65 819 0 0 0 0 0 5:45 PM 1 138 5 56 205 60 75 79 9 9 46 46 729 1 1 0 0 2 VOLUMES 33 1,207 65 549 1,582 494 590 809 74 65 323 559 6,362 3 3 1 5 12 APPROACH %3%92%5%21%60%19%40%55%5%7%34%59% APP/DEPART 1,308 /2,359 2,628 /1,724 1,474 /1,428 952 /851 0 BEGIN PEAK HR 4:30 PM VOLUMES 11 621 36 275 800 244 306 455 28 31 157 293 3,265 2 2 1 3 APPROACH %2%93%5%21%61%18%39%58%4%6%32%61% PEAK HR FACTOR 0.941 0.930 0.906 0.829 0.944 APP/DEPART 670 /1,222 1,321 /861 790 /769 484 /413 0 Cherry Ave NORTH LEG Slover Ave WEST LEG EAST LEG Slover Ave SOUTH LEG Cherry Ave AimTD LLC TURNING MOVEMENT COUNTS Cherry Ave 4,797 1,245 2,414 1,132 TOTAL 4,305 2,628 494 1,582 549 PM 2,359 2,169 751 832 583 AM 1,946 Sl o v e r Av e 94 7 95 2 1, 8 9 9 Sl o v e r Av e 2, 0 9 3 85 1 1, 2 4 2 45 0 55 9 1, 0 0 9 Fontana 44 5 32 3 76 8 TO T A L PM AM SC5106 48 65 11 3 94 3 59 0 35 3 ALL HOURS AM PM TO T A L 1, 0 6 0 80 9 25 1 93 74 19 88 7 1, 4 2 8 2, 3 1 5 2, 0 9 7 1, 4 7 4 62 3 900 AM 46 1,140 49 1,236 1,724 PM 33 1,207 65 1,308 2,624 TOTAL 79 2,347 114 2,544 Cherry Ave Cherry Ave 2,453 647 1,225 577 TOTAL 2,260 1,321 244 800 275 PM 1,222 1,132 403 425 302 AM 1,038 Sl o v e r Av e 54 1 48 4 1, 0 2 5 Sl o v e r Av e 1, 1 1 0 41 3 69 7 24 1 29 3 53 4 PEAK HOUR 27 1 15 7 42 8 TO T A L PM AM AM 7:30 AM 8:45 AM 28 31 59 47 5 30 6 16 9 #N/A AM PM TO T A L 58 6 45 5 13 1 PM 4:30 PM 3:45 PM 36 28 8 45 9 76 9 1, 2 2 8 1, 0 9 8 79 0 30 8 462 AM 23 626 25 675 861 PM 11 621 36 670 1,323 Total 34 1,247 61 1,345 Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana 1/7/25 NORTH & SOUTH:Cherry Ave TUESDAY EAST & WEST:Slover Ave NOTES: PCE Class 1 2 3 4 Adjusted Factor 1 1.5 2 3 NORTHBOUND SOUTHBOUND Cherry Ave Cherry Ave NL NT NR SL ST LANES:1 3 0 2 3 AM 7:00 AM 6 160 4 94 111 7:15 AM 2 181 1 75 101 7:30 AM 3 186 5 98 132 7:45 AM 6 202 12 89 134 8:00 AM 11 178 4 117 125 8:15 AM 10 148 14 109 118 8:30 AM 9 129 17 109 137 8:45 AM 14 126 17 128 152 VOLUMES 61 1,308 71 817 1,008 APPROACH %4%91%5%28%35% APP/DEPART 1,440 /2,659 2,876 / BEGIN PEAK HR 7:30 AM VOLUMES 30 713 34 412 508 APPROACH %4%92%4%28%35% PEAK HR FACTOR 0.884 0.941 APP/DEPART 776 /1,363 1,454 / PM 4:00 PM 9 173 14 91 156 4:15 PM 14 183 10 103 207 4:30 PM 1 171 14 103 201 4:45 PM 5 156 18 88 187 5:00 PM 7 184 7 103 247 5:15 PM 3 177 9 91 236 5:30 PM 3 158 12 102 266 5:45 PM 1 151 10 70 223 VOLUMES 42 1,351 93 750 1,721 APPROACH %3%91%6%23%53% APP/DEPART 1,486 /2,855 3,261 / PM BEGIN PEAK HR 4:30 PM VOLUMES 16 687 48 385 870 APPROACH %2%91%6%24%53% PEAK HR FACTOR 0.951 0.965 APP/DEPART 751 /1,471 1,636 / Slover Ave WEST SIDE INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com SOUTHBOUND Cherry Ave PROJECT #:SC5106 LOCATION #:3 CONTROL:SIGNAL AM ▲ 5 6 PM N 2 2 MD ◄ W E ► OTHER S OTHER ▼ EASTBOUND WESTBOUND Slover Ave Slover Ave SR EL ET ER WL WT WR TOTAL 1 2 2 0 2 2 1 143 98 47 4 2 53 79 798 111 86 33 4 4 56 91 744 130 78 33 1 7 91 105 865 152 67 38 6 4 103 83 894 145 82 52 3 11 94 72 891 108 69 86 3 16 80 96 854 130 80 75 6 10 83 96 878 134 89 44 3 12 55 84 856 1,051 647 406 28 64 615 704 6,778 37%60%38%3%5%44%51% 1,100 1,080 /1,293 1,383 /1,726 0 534 295 208 12 37 368 356 3,503 37%57%40%2%5%48%47% 0.820 0.942 0.980 556 514 /653 760 /931 0 119 115 123 19 8 53 97 973 114 101 113 14 10 55 97 1,019 119 104 141 12 10 59 111 1,044 92 103 140 11 9 52 99 959 75 102 155 9 9 54 100 1,050 96 101 142 7 12 62 66 1,000 87 77 115 19 15 59 79 989 90 98 95 15 9 63 60 882 790 799 1,022 105 82 456 706 7,915 24%42%53%5%7%37%57% 1,908 1,925 /1,865 1,244 /1,288 0 381 410 577 39 40 227 375 4,053 23%40%56%4%6%35%58% 0.963 0.893 0.965 949 1,025 /1,010 641 /624 0 Cherry Ave NORTH SIDE EAST SIDE Slover Ave SOUTH SIDE Cherry Ave U-TURNS NB SB EB WB TTL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:3 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 1:NOTES:AM ▲ PASSENGER PM N VEHICLES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 3 0 2 3 1 2 2 0 2 2 1 AM 7:00 AM 4 110 0 51 74 58 15 16 2 2 23 34 389 0 0 0 0 0 7:15 AM 2 152 1 37 78 58 19 11 2 2 19 31 412 0 1 0 0 1 7:30 AM 1 161 3 41 85 63 21 17 1 5 49 55 502 1 1 0 0 2 7:45 AM 4 150 8 56 98 103 23 16 1 2 61 36 558 0 0 0 0 0 8:00 AM 5 135 2 62 96 69 27 14 1 7 47 37 502 0 0 0 0 0 8:15 AM 7 108 4 62 88 64 10 25 1 5 41 36 451 0 0 0 0 0 8:30 AM 4 92 4 44 71 62 15 23 0 4 46 29 394 0 0 0 0 0 8:45 AM 6 91 7 56 105 49 18 13 1 4 29 20 399 0 0 0 3 3 VOLUMES 33 999 29 409 695 526 148 135 9 31 315 278 3,613 1 2 0 3 6 APPROACH %3%94%3%25%43%32%51%46%3%5%50%44% APP/DEPART 1,062 /1,427 1,632 /736 292 /576 627 /874 0 BEGIN PEAK HR 7:30 AM VOLUMES 17 554 17 221 367 299 81 72 4 19 198 164 2,015 1 1 0 0 APPROACH %3%94%3%25%41%34%52%46%3%5%52%43% PEAK HR FACTOR 0.887 0.864 0.935 0.874 0.903 APP/DEPART 589 /800 888 /391 157 /310 381 /514 0 PM 4:00 PM 7 137 6 50 130 30 56 74 12 5 18 65 590 0 0 0 0 0 4:15 PM 6 128 7 47 169 35 54 74 3 5 25 53 606 0 0 0 2 2 4:30 PM 1 146 8 58 156 39 57 83 9 7 26 84 674 1 1 0 1 3 4:45 PM 2 122 6 34 151 33 53 86 3 6 25 44 565 0 1 0 1 2 5:00 PM 4 151 7 45 214 30 67 108 7 6 20 57 716 1 0 1 1 3 5:15 PM 1 150 9 50 216 36 54 93 1 6 34 44 694 0 0 0 0 0 5:30 PM 3 136 3 60 236 33 44 72 10 9 37 54 697 0 0 0 0 0 5:45 PM 1 128 2 45 191 39 60 68 6 9 35 37 621 1 1 0 0 2 VOLUMES 25 1,098 48 389 1,463 275 445 658 51 53 220 438 5,175 3 3 1 5 12 APPROACH %2%94%4%18%69%13%39%57%4%7%31%61% APP/DEPART 1,174 /1,984 2,130 /1,570 1,155 /1,100 716 /521 0 BEGIN PEAK HR 4:30 PM VOLUMES 8 569 30 187 737 138 231 370 20 25 105 229 2,657 2 2 1 3 APPROACH %1%93%5%18%69%13%37%59%3%7%29%63% PEAK HR FACTOR 0.934 0.881 0.850 0.767 0.924 APP/DEPART 609 /1,031 1,064 /784 622 /590 362 /252 0 Cherry Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:3 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 2:NOTES:AM ▲ 2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 3 0 2 3 1 2 2 0 2 2 1 AM 7:00 AM 0 9 1 3 7 9 2 2 1 0 2 3 39 0 0 0 0 0 7:15 AM 0 10 0 7 6 10 6 1 0 0 2 8 50 0 0 0 0 0 7:30 AM 0 5 1 7 4 6 5 1 0 1 5 9 44 0 0 0 0 0 7:45 AM 1 6 0 4 3 5 4 6 1 1 8 4 43 0 0 0 0 0 8:00 AM 0 8 1 3 4 13 5 3 1 1 6 2 47 0 1 0 0 1 8:15 AM 2 7 1 9 7 12 3 7 1 2 6 6 63 0 0 0 1 1 8:30 AM 2 7 3 6 16 5 7 5 2 4 8 9 74 0 0 0 0 0 8:45 AM 0 6 1 6 9 8 13 6 0 1 4 9 63 0 0 0 0 0 VOLUMES 5 58 8 45 56 68 45 31 6 10 41 50 425 0 1 0 1 2 APPROACH %7%82%11%26%33%40%55%38%7%10%40%49% APP/DEPART 71 /154 170 /72 82 /85 102 /114 0 BEGIN PEAK HR 7:30 AM VOLUMES 3 26 3 23 18 36 17 17 3 5 25 21 199 0 1 0 1 APPROACH %9%81%9%29%23%46%46%46%8%10%48%40% PEAK HR FACTOR 0.800 0.696 0.841 0.867 0.777 APP/DEPART 32 /65 78 /26 37 /44 52 /64 0 PM 4:00 PM 1 5 1 5 6 7 5 9 1 2 6 9 57 0 0 0 0 0 4:15 PM 3 6 0 10 7 6 3 4 5 0 6 7 57 0 0 0 0 0 4:30 PM 0 5 0 6 12 7 4 5 0 0 6 3 48 0 0 0 0 0 4:45 PM 0 6 0 8 5 8 4 8 1 2 2 8 52 0 0 0 0 0 5:00 PM 0 5 0 14 9 3 4 4 0 0 4 7 50 0 0 0 0 0 5:15 PM 0 4 0 6 4 2 3 7 2 0 3 1 32 0 0 0 0 0 5:30 PM 0 3 1 6 3 4 2 5 0 0 3 3 30 0 0 0 0 0 5:45 PM 0 3 0 3 4 5 1 3 0 0 0 1 20 0 0 0 0 0 VOLUMES 4 37 2 58 50 42 26 45 9 4 30 39 346 0 0 0 0 0 APPROACH %9%86%5%39%33%28%33%56%11%5%41%53% APP/DEPART 43 /102 150 /63 80 /105 73 /76 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 20 0 34 30 20 15 24 3 2 15 19 182 0 0 0 0 APPROACH %0%100%0%40%36%24%36%57%7%6%42%53% PEAK HR FACTOR 0.833 0.808 0.808 0.750 0.875 APP/DEPART 20 /54 84 /35 42 /58 36 /35 0 Cherry Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:3 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 3:NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 3 0 2 3 1 2 2 0 2 2 1 AM 7:00 AM 1 3 1 4 1 7 10 5 0 0 3 2 37 0 0 0 0 0 7:15 AM 0 1 0 6 1 7 2 4 1 1 5 0 28 0 0 0 0 0 7:30 AM 1 1 0 8 1 5 5 1 0 0 2 0 24 0 0 0 0 0 7:45 AM 0 8 2 3 2 7 4 2 0 0 3 1 32 0 0 0 0 0 8:00 AM 0 5 0 4 1 4 10 6 0 1 4 4 39 0 0 0 0 0 8:15 AM 0 4 1 3 2 7 6 7 0 1 3 3 37 0 0 0 0 0 8:30 AM 1 4 1 10 3 3 6 4 0 0 5 1 38 0 0 0 0 0 8:45 AM 1 1 1 8 3 8 6 2 1 0 3 4 38 0 0 0 0 0 VOLUMES 4 27 6 46 14 48 49 31 2 3 28 15 273 0 0 0 0 0 APPROACH %11%73%16%43%13%44%60%38%2%7%61%33% APP/DEPART 37 /91 108 /19 82 /83 46 /80 0 BEGIN PEAK HR 7:30 AM VOLUMES 1 18 3 18 6 23 25 16 0 2 12 8 132 0 0 0 0 APPROACH %5%82%14%38%13%49%61%39%0%9%55%36% PEAK HR FACTOR 0.550 0.839 0.641 0.611 0.846 APP/DEPART 22 /51 47 /8 41 /37 22 /36 0 PM 4:00 PM 0 2 0 6 1 12 3 4 1 0 7 6 42 0 0 0 0 0 4:15 PM 0 5 0 4 3 11 6 0 0 1 3 6 39 0 0 0 0 0 4:30 PM 0 1 0 3 3 15 4 4 0 0 3 5 38 0 0 0 0 0 4:45 PM 0 2 0 6 2 10 7 3 0 0 3 5 38 0 0 0 0 0 5:00 PM 0 2 0 2 1 8 4 4 1 0 2 4 28 0 0 0 0 0 5:15 PM 1 3 0 4 4 12 9 1 0 0 4 4 42 0 0 0 0 0 5:30 PM 0 1 2 3 5 6 3 4 0 0 1 4 29 0 0 0 0 0 5:45 PM 0 3 1 4 4 5 5 2 0 0 5 3 32 0 0 0 0 0 VOLUMES 1 19 3 32 23 79 41 22 2 1 28 37 288 0 0 0 0 0 APPROACH %4%83%13%24%17%59%63%34%3%2%42%56% APP/DEPART 23 /97 134 /26 65 /57 66 /108 0 BEGIN PEAK HR 4:30 PM VOLUMES 1 8 0 15 10 45 24 12 1 0 12 18 146 0 0 0 0 APPROACH %11%89%0%21%14%64%65%32%3%0%40%60% PEAK HR FACTOR 0.563 0.833 0.925 0.938 0.869 APP/DEPART 9 /50 70 /11 37 /27 30 /58 0 Cherry Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:3 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 3 0 2 3 1 2 2 0 2 2 1 AM 7:00 AM 0 10 0 10 8 19 20 6 0 0 7 12 92 0 0 0 0 0 7:15 AM 0 4 0 5 4 8 18 4 0 0 8 16 67 0 0 0 0 0 7:30 AM 0 5 0 10 13 16 13 4 0 0 10 12 83 0 0 0 0 0 7:45 AM 0 9 0 7 9 9 10 3 1 0 8 13 69 0 0 0 0 0 8:00 AM 2 7 0 14 7 16 9 7 0 0 10 8 80 0 0 0 0 0 8:15 AM 0 7 2 9 5 4 14 12 0 2 8 15 78 0 0 0 0 0 8:30 AM 0 6 2 12 12 18 14 12 1 0 5 17 99 0 0 0 0 0 8:45 AM 2 8 2 15 9 19 13 6 0 2 4 14 94 0 0 0 0 0 VOLUMES 4 56 6 82 67 109 111 54 2 4 60 107 662 0 0 0 0 0 APPROACH %6%85%9%32%26%42%66%32%1%2%35%63% APP/DEPART 66 /274 258 /73 167 /142 171 /173 0 BEGIN PEAK HR 7:30 AM VOLUMES 2 28 2 40 34 45 46 26 1 2 36 48 310 0 0 0 0 APPROACH %6%88%6%34%29%38%63%36%1%2%42%56% PEAK HR FACTOR 0.889 0.763 0.702 0.860 0.934 APP/DEPART 32 /122 119 /37 73 /68 86 /83 0 PM 4:00 PM 0 8 2 7 5 18 15 9 1 0 4 2 71 0 0 0 0 0 4:15 PM 1 12 1 11 7 16 10 11 1 1 5 7 83 0 0 0 0 0 4:30 PM 0 5 2 10 7 13 11 14 1 1 6 4 74 0 0 0 0 0 4:45 PM 1 7 4 10 8 9 10 12 2 0 6 11 80 0 0 0 0 0 5:00 PM 1 7 0 11 5 8 7 11 0 1 8 8 67 0 0 0 0 0 5:15 PM 0 5 0 8 2 11 8 12 1 2 5 4 58 0 0 0 0 0 5:30 PM 0 5 1 9 5 12 8 9 3 2 5 4 63 0 0 0 0 0 5:45 PM 0 4 2 4 6 11 8 6 3 0 6 5 55 0 0 0 0 0 VOLUMES 3 53 12 70 45 98 77 84 12 7 45 45 551 0 0 0 0 0 APPROACH %4%78%18%33%21%46%45%49%7%7%46%46% APP/DEPART 68 /175 213 /64 173 /166 97 /146 0 BEGIN PEAK HR 4:30 PM VOLUMES 2 24 6 39 22 41 36 49 4 4 25 27 279 0 0 0 0 APPROACH %6%75%19%38%22%40%40%55%4%7%45%48% PEAK HR FACTOR 0.667 0.850 0.856 0.824 0.872 APP/DEPART 32 /87 102 /30 89 /94 56 /68 0 Cherry Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:3 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 5:NOTES:AM ▲ RV PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 3 0 2 3 1 2 2 0 2 2 1 AM 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 PM 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 VOLUMES 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 0 0 0 APPROACH %0%0%0%0%100%0%100%0%0%0%0%0% APP/DEPART 0 /1 1 /1 1 /0 0 /0 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 APPROACH %0%0%0%0%100%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250 APP/DEPART 0 /0 1 /1 0 /0 0 /0 0 Cherry Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Cherry Ave LOCATION #:3 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 6:NOTES:AM ▲ PM N BUSES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Cherry Ave Cherry Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:1 3 0 2 3 1 2 2 0 2 2 1 AM 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 1 0 0 0 0 0 0 1 0 2 0 0 0 0 0 VOLUMES 0 0 0 1 0 0 0 0 0 0 1 0 2 0 0 0 0 0 APPROACH %0%0%0%100%0%0%0%0%0%0%100%0% APP/DEPART 0 /0 1 /0 0 /1 1 /1 0 BEGIN PEAK HR 7:30 AM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 PM 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Cherry Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Cherry Ave INTERSECTION TURNING MOVEMENT COUNTS T020624 PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 Tue, Jan 7, 25 NORTH & SOUTH:Live Oak Ave LOCATION #:4 EAST & WEST:Slover Ave CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Live Oak Ave Live Oak Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0 AM 7:00 AM 7 0 3 0 0 2 0 90 5 4 69 2 182 0 0 0 0 0 7:15 AM 5 1 8 3 0 1 0 62 2 8 97 3 190 0 0 0 0 0 7:30 AM 8 0 11 4 1 1 2 66 7 9 138 0 247 0 0 0 0 0 7:45 AM 7 2 13 2 0 4 2 91 2 9 137 12 281 0 0 0 0 0 8:00 AM 3 2 11 5 1 3 2 85 4 8 125 4 253 0 0 0 0 0 8:15 AM 5 2 7 2 1 3 2 109 4 7 113 6 261 0 0 0 0 0 8:30 AM 3 6 13 1 2 9 4 96 1 5 106 2 248 0 0 0 0 0 8:45 AM 3 1 18 2 0 2 3 95 1 13 93 6 237 0 0 0 0 0 VOLUMES 41 14 84 19 5 25 15 694 26 63 878 35 1,899 0 0 0 0 0 APPROACH %29%10%60%39%10%51%2%94%4%6%90%4% APP/DEPART 139 /64 49 /94 735 /797 976 /944 0 BEGIN PEAK HR 7:45 AM VOLUMES 18 12 44 10 4 19 10 381 11 29 481 24 1,043 0 0 0 0 APPROACH %24%16%59%30%12%58%2%95%3%5%90%4% PEAK HR FACTOR 0.841 0.688 0.874 0.845 0.928 APP/DEPART 74 /46 33 /44 402 /435 534 /518 0 PM 4:00 PM 3 3 16 5 1 0 2 163 3 7 105 4 312 0 0 0 0 0 4:15 PM 3 1 17 4 0 1 2 156 3 1 101 3 292 0 0 0 0 0 4:30 PM 7 4 18 3 1 3 0 172 11 7 116 5 347 0 0 0 0 0 4:45 PM 5 0 21 7 4 1 0 168 5 8 86 3 308 0 0 0 1 1 5:00 PM 6 2 31 8 3 2 3 190 3 5 113 2 368 0 0 0 0 0 5:15 PM 1 0 12 4 3 2 2 176 5 9 97 5 316 0 0 0 0 0 5:30 PM 4 1 9 5 2 3 1 168 4 17 98 2 314 0 0 0 0 0 5:45 PM 4 0 9 1 0 1 1 138 4 15 81 1 255 0 0 0 0 0 VOLUMES 33 11 133 37 14 13 11 1,331 38 69 797 25 2,513 0 0 0 1 1 APPROACH %19%6%75%58%22%20%1%96%3%8%89%3% APP/DEPART 177 /47 64 /121 1,380 /1,502 892 /843 0 BEGIN PEAK HR 4:30 PM VOLUMES 19 6 82 22 11 8 5 706 24 29 412 15 1,340 0 0 0 1 APPROACH %18%6%77%54%27%20%1%96%3%6%90%3% PEAK HR FACTOR 0.686 0.788 0.938 0.893 0.910 APP/DEPART 107 /26 41 /64 735 /811 457 /439 0 Live Oak Ave NORTH LEG Slover Ave WEST LEG EAST LEG Slover Ave SOUTH LEG Live Oak Ave AimTD LLC TURNING MOVEMENT COUNTS Live Oak Ave 113 38 19 56 TOTAL 111 64 13 14 37 PM 47 49 25 5 19 AM 64 Sl o v e r Av e 97 6 89 2 1, 8 6 8 Sl o v e r Av e 1, 7 8 7 84 3 94 4 35 25 60 Fontana 87 8 79 7 1, 6 7 5 TO T A L PM AM SC5106 63 69 13 2 26 11 15 ALL HOURS AM PM TO T A L 2, 0 2 5 1, 3 3 1 69 4 64 38 26 79 7 1, 5 0 2 2, 2 9 9 2, 1 1 5 1, 3 8 0 73 5 94 AM 41 14 84 139 121 PM 33 11 133 177 215 TOTAL 74 25 217 316 Live Oak Ave Live Oak Ave 74 27 15 32 TOTAL 72 41 8 11 22 PM 26 33 19 4 10 AM 46 Sl o v e r Av e 53 4 45 7 99 1 Sl o v e r Av e 95 7 43 9 51 8 24 15 39 PEAK HOUR 48 1 41 2 89 3 TO T A L PM AM AM 7:45 AM 8:45 AM 29 29 58 15 5 10 #N/A AM PM TO T A L 1, 0 8 7 70 6 38 1 PM 4:30 PM 3:45 PM 35 24 11 43 5 81 1 1, 2 4 6 1, 1 3 7 73 5 40 2 44 AM 18 12 44 74 64 PM 19 6 82 107 108 Total 37 18 126 181 Live Oak Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Live Oak Ave LOCATION #:4 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL NOTES:AM ▲ PCE Class 1 2 3 4 5 6 PM N Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Live Oak Ave Live Oak Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 AM 7:00 AM 11 0 3 0 0 2 0 123 9 6 109 2 265 0 7:15 AM 11 2 9 3 0 3 0 91 2 8 147 5 280 0 7:30 AM 16 0 15 4 2 2 2 94 12 9 193 0 347 0 7:45 AM 13 2 16 2 0 4 5 118 2 11 182 13 367 0 8:00 AM 5 2 13 6 1 4 4 114 4 8 171 4 335 0 8:15 AM 8 3 11 2 1 5 3 172 7 11 163 9 393 0 8:30 AM 4 8 19 1 2 12 9 152 1 5 162 2 375 0 8:45 AM 5 3 32 3 0 2 6 139 1 18 147 9 363 0 VOLUMES 73 20 117 20 6 33 28 1,002 37 75 1,272 43 2,724 0 0 0 0 0 APPROACH %35%9%56%34%9%56%3%94%3%5%92%3% APP/DEPART 209 /91 59 /118 1,067 /1,138 1,390 /1,378 0 BEGIN PEAK HR 7:45 AM VOLUMES 30 15 58 11 4 25 20 555 14 35 677 28 1,469 APPROACH %29%15%57%27%10%63%3%94%2%5%92%4% PEAK HR FACTOR 0.840 0.672 0.813 0.899 0.934 APP/DEPART 103 /63 39 /52 589 /624 739 /731 0 PM 4:00 PM 4 3 17 7 1 0 6 209 3 7 132 4 393 0 4:15 PM 3 3 21 5 0 1 3 203 5 1 133 6 383 0 4:30 PM 9 6 20 4 1 3 0 222 15 8 151 6 443 0 4:45 PM 5 0 29 7 4 1 0 238 7 9 127 4 430 0 5:00 PM 8 2 33 8 3 3 5 235 5 7 151 3 461 0 5:15 PM 3 0 14 4 3 6 3 221 9 14 124 6 406 0 5:30 PM 4 1 10 5 2 6 1 219 4 19 130 2 402 0 5:45 PM 5 0 11 1 0 1 1 164 4 20 107 3 316 0 VOLUMES 41 15 154 41 14 20 19 1,710 52 83 1,053 33 3,232 0 0 0 0 0 APPROACH %19%7%73%54%19%27%1%96%3%7%90%3% APP/DEPART 209 /66 75 /149 1,781 /1,904 1,168 /1,113 0 BEGIN PEAK HR 4:30 PM VOLUMES 25 8 95 23 11 13 8 916 36 37 552 18 1,739 APPROACH %20%6%74%49%24%27%1%95%4%6%91%3% PEAK HR FACTOR 0.753 0.852 0.979 0.923 0.944 APP/DEPART 128 /34 46 /84 960 /1,033 606 /589 0 Live Oak Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Live Oak Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Live Oak Ave LOCATION #:4 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 1:NOTES:AM ▲ PASSENGER PM N VEHICLES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Live Oak Ave Live Oak Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 AM 7:00 AM 5 0 3 0 0 2 0 63 3 3 43 2 124 0 0 0 0 0 7:15 AM 2 0 7 3 0 0 0 38 2 8 61 2 123 0 0 0 0 0 7:30 AM 4 0 9 4 0 0 2 44 4 9 97 0 173 0 0 0 0 0 7:45 AM 4 2 11 2 0 4 0 69 2 8 102 11 215 0 0 0 0 0 8:00 AM 2 2 10 4 1 2 1 63 4 8 91 4 192 0 0 0 0 0 8:15 AM 3 1 5 2 1 2 1 65 2 4 77 4 167 0 0 0 0 0 8:30 AM 2 5 9 1 2 6 1 58 1 5 63 2 155 0 0 0 0 0 8:45 AM 2 0 10 1 0 2 1 60 1 10 52 4 143 0 0 0 0 0 VOLUMES 24 10 64 17 4 18 6 460 19 55 586 29 1,292 0 0 0 0 0 APPROACH %24%10%65%44%10%46%1%95%4%8%87%4% APP/DEPART 98 /45 39 /78 485 /541 670 /628 0 BEGIN PEAK HR 7:45 AM VOLUMES 11 10 35 9 4 14 3 255 9 25 333 21 729 0 0 0 0 APPROACH %20%18%63%33%15%52%1%96%3%7%88%6% PEAK HR FACTOR 0.824 0.750 0.940 0.783 0.848 APP/DEPART 56 /34 27 /38 267 /299 379 /358 0 PM 4:00 PM 1 3 15 4 1 0 0 126 3 7 76 4 240 0 0 0 0 0 4:15 PM 3 0 14 2 0 1 1 122 2 1 74 1 221 0 0 0 0 0 4:30 PM 6 3 15 2 1 3 0 133 9 6 89 4 271 0 0 0 0 0 4:45 PM 5 0 13 7 4 1 0 118 4 7 52 2 213 0 0 0 0 0 5:00 PM 5 2 29 8 3 1 2 154 2 4 84 1 295 0 0 0 0 0 5:15 PM 0 0 11 4 3 0 1 141 3 6 78 4 251 0 0 0 0 0 5:30 PM 4 1 8 5 2 1 1 131 4 16 75 2 250 0 0 0 0 0 5:45 PM 3 0 8 1 0 1 1 117 4 12 61 0 208 0 0 0 0 0 VOLUMES 27 9 113 33 14 8 6 1,042 31 59 589 18 1,949 0 0 0 0 0 APPROACH %18%6%76%60%25%15%1%97%3%9%88%3% APP/DEPART 149 /33 55 /104 1,079 /1,188 666 /624 0 BEGIN PEAK HR 4:30 PM VOLUMES 16 5 68 21 11 5 3 546 18 23 303 11 1,030 0 0 0 0 APPROACH %18%6%76%57%30%14%1%96%3%7%90%3% PEAK HR FACTOR 0.618 0.771 0.897 0.851 0.873 APP/DEPART 89 /19 37 /52 567 /635 337 /324 0 Live Oak Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Live Oak Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Live Oak Ave LOCATION #:4 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 2:NOTES:AM ▲ 2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Live Oak Ave Live Oak Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 AM 7:00 AM 0 0 0 0 0 0 0 10 0 0 5 0 15 0 0 0 0 0 7:15 AM 0 1 0 0 0 0 0 9 0 0 10 0 20 0 0 0 0 0 7:30 AM 0 0 0 0 1 1 0 8 1 0 15 0 26 0 0 0 0 0 7:45 AM 0 0 1 0 0 0 1 8 0 0 13 0 23 0 0 0 0 0 8:00 AM 0 0 0 1 0 0 0 7 0 0 10 0 18 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 13 1 1 12 1 28 0 0 0 0 0 8:30 AM 1 0 1 0 0 1 1 8 0 0 17 0 29 0 0 0 0 0 8:45 AM 0 0 1 1 0 0 0 12 0 1 14 1 30 0 0 0 0 0 VOLUMES 1 1 3 2 1 2 2 75 2 2 96 2 189 0 0 0 0 0 APPROACH %20%20%60%40%20%40%3%95%3%2%96%2% APP/DEPART 5 /5 5 /5 79 /80 100 /99 0 BEGIN PEAK HR 7:45 AM VOLUMES 1 0 2 1 0 1 2 36 1 1 52 1 98 0 0 0 0 APPROACH %33%0%67%50%0%50%5%92%3%2%96%2% PEAK HR FACTOR 0.375 0.500 0.696 0.794 0.845 APP/DEPART 3 /3 2 /2 39 /39 54 /54 0 PM 4:00 PM 2 0 0 0 0 0 0 14 0 0 13 0 29 0 0 0 0 0 4:15 PM 0 0 1 2 0 0 1 10 0 0 11 0 25 0 0 0 0 0 4:30 PM 0 0 3 1 0 0 0 14 0 1 9 0 28 0 0 0 0 0 4:45 PM 0 0 4 0 0 0 0 14 0 1 12 1 32 0 0 0 1 1 5:00 PM 0 0 1 0 0 1 0 15 0 0 9 1 27 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 14 0 1 5 1 21 0 0 0 0 0 5:30 PM 0 0 0 0 0 1 0 9 0 0 6 0 16 0 0 0 0 0 5:45 PM 1 0 0 0 0 0 0 8 0 1 4 0 14 0 0 0 0 0 VOLUMES 3 0 9 3 0 2 1 98 0 4 69 3 193 0 0 0 1 1 APPROACH %25%0%75%60%0%40%1%99%0%5%90%4% APP/DEPART 12 /4 5 /4 99 /111 77 /74 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 0 8 1 0 1 0 57 0 3 35 3 109 0 0 0 1 APPROACH %0%0%100%50%0%50%0%100%0%7%83%7% PEAK HR FACTOR 0.500 0.500 0.950 0.700 0.826 APP/DEPART 8 /3 2 /3 57 /67 42 /36 0 Live Oak Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Live Oak Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Live Oak Ave LOCATION #:4 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 3:NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Live Oak Ave Live Oak Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 AM 7:00 AM 0 0 0 0 0 0 0 6 0 0 5 0 11 0 0 0 0 0 7:15 AM 0 0 1 0 0 0 0 6 0 0 7 0 14 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 4 0 0 5 0 9 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 5 0 0 6 1 12 0 0 0 0 0 8:00 AM 0 0 0 0 0 1 0 5 0 0 7 0 13 0 0 0 0 0 8:15 AM 1 1 0 0 0 0 1 6 0 1 4 0 14 0 0 0 0 0 8:30 AM 0 0 1 0 0 2 0 8 0 0 5 0 16 0 0 0 0 0 8:45 AM 0 0 1 0 0 0 1 7 0 0 7 0 16 0 0 0 0 0 VOLUMES 1 1 3 0 0 3 2 47 0 1 46 1 105 0 0 0 0 0 APPROACH %20%20%60%0%0%100%4%96%0%2%96%2% APP/DEPART 5 /4 3 /1 49 /50 48 /50 0 BEGIN PEAK HR 7:45 AM VOLUMES 1 1 1 0 0 3 1 24 0 1 22 1 55 0 0 0 0 APPROACH %33%33%33%0%0%100%4%96%0%4%92%4% PEAK HR FACTOR 0.375 0.375 0.781 0.857 0.859 APP/DEPART 3 /3 3 /1 25 /25 24 /26 0 PM 4:00 PM 0 0 1 0 0 0 0 7 0 0 12 0 20 0 0 0 0 0 4:15 PM 0 0 1 0 0 0 0 6 0 0 6 1 14 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 7 0 0 6 1 14 0 0 0 0 0 4:45 PM 0 0 2 0 0 0 0 9 0 0 9 0 20 0 0 0 0 0 5:00 PM 0 0 1 0 0 0 0 5 0 0 7 0 13 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 1 4 0 0 4 0 9 0 0 0 0 0 5:30 PM 0 0 1 0 0 0 0 10 0 0 5 0 16 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 4 0 0 8 0 12 0 0 0 0 0 VOLUMES 0 0 6 0 0 0 1 52 0 0 57 2 118 0 0 0 0 0 APPROACH %0%0%100%0%0%0%2%98%0%0%97%3% APP/DEPART 6 /3 0 /0 53 /58 59 /57 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 0 3 0 0 0 1 25 0 0 26 1 56 0 0 0 0 APPROACH %0%0%100%0%0%0%4%96%0%0%96%4% PEAK HR FACTOR 0.375 0.000 0.722 0.750 0.700 APP/DEPART 3 /2 0 /0 26 /28 27 /26 0 Live Oak Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Live Oak Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Live Oak Ave LOCATION #:4 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Live Oak Ave Live Oak Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 AM 7:00 AM 2 0 0 0 0 0 0 11 2 1 16 0 32 0 0 0 0 0 7:15 AM 3 0 0 0 0 1 0 9 0 0 19 1 33 0 0 0 0 0 7:30 AM 4 0 2 0 0 0 0 10 2 0 21 0 39 0 0 0 0 0 7:45 AM 3 0 1 0 0 0 1 9 0 1 16 0 31 0 0 0 0 0 8:00 AM 1 0 1 0 0 0 1 10 0 0 17 0 30 0 0 0 0 0 8:15 AM 1 0 2 0 0 1 0 25 1 1 20 1 52 0 0 0 0 0 8:30 AM 0 1 2 0 0 0 2 22 0 0 21 0 48 0 0 0 0 0 8:45 AM 1 1 6 0 0 0 1 15 0 2 20 1 47 0 0 0 0 0 VOLUMES 15 2 14 0 0 2 5 111 5 5 150 3 312 0 0 0 0 0 APPROACH %48%6%45%0%0%100%4%92%4%3%95%2% APP/DEPART 31 /10 2 /10 121 /125 158 /167 0 BEGIN PEAK HR 7:45 AM VOLUMES 5 1 6 0 0 1 4 66 1 2 74 1 161 0 0 0 0 APPROACH %42%8%50%0%0%100%6%93%1%3%96%1% PEAK HR FACTOR 0.750 0.250 0.683 0.875 0.774 APP/DEPART 12 /6 1 /3 71 /72 77 /80 0 PM 4:00 PM 0 0 0 1 0 0 2 16 0 0 4 0 23 0 0 0 0 0 4:15 PM 0 1 1 0 0 0 0 18 1 0 10 1 32 0 0 0 0 0 4:30 PM 1 1 0 0 0 0 0 18 2 0 12 0 34 0 0 0 0 0 4:45 PM 0 0 2 0 0 0 0 27 1 0 13 0 43 0 0 0 0 0 5:00 PM 1 0 0 0 0 0 1 16 1 1 13 0 33 0 0 0 0 0 5:15 PM 1 0 1 0 0 2 0 17 2 2 10 0 35 0 0 0 0 0 5:30 PM 0 0 0 0 0 1 0 18 0 1 12 0 32 0 0 0 0 0 5:45 PM 0 0 1 0 0 0 0 9 0 2 8 1 21 0 0 0 0 0 VOLUMES 3 2 5 1 0 3 3 139 7 6 82 2 253 0 0 0 0 0 APPROACH %30%20%50%25%0%75%2%93%5%7%91%2% APP/DEPART 10 /7 4 /13 149 /145 90 /88 0 BEGIN PEAK HR 4:30 PM VOLUMES 3 1 3 0 0 2 1 78 6 3 48 0 145 0 0 0 0 APPROACH %43%14%43%0%0%100%1%92%7%6%94%0% PEAK HR FACTOR 0.875 0.250 0.759 0.911 0.843 APP/DEPART 7 /2 2 /9 85 /81 51 /53 0 Live Oak Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Live Oak Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Live Oak Ave LOCATION #:4 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 5:NOTES:AM ▲ RV PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Live Oak Ave Live Oak Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 AM 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 7:45 AM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 PM 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Live Oak Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Live Oak Ave INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:LOCATION:Fontana PROJECT #:SC5106 1/7/25 NORTH & SOUTH:Live Oak Ave LOCATION #:4 TUESDAY EAST & WEST:Slover Ave CONTROL:SIGNAL CLASS 6:NOTES:AM ▲ PM N BUSES MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND U-TURNS Live Oak Ave Live Oak Ave Slover Ave Slover Ave NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES:0 1 0 0 1 0 1 2 0 1 2 0 AM 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%100%0%0%0%0% APP/DEPART 0 /0 0 /0 1 /1 0 /0 0 BEGIN PEAK HR 7:45 AM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 PM 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 BEGIN PEAK HR 4:30 PM VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH %0%0%0%0%0%0%0%0%0%0%0%0% PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Live Oak Ave NORTH SIDE Slover Ave WEST SIDE EAST SIDE Slover Ave SOUTH SIDE Live Oak Ave 14970 Jurupa Ave Fontana Traffic Impact Analysis APPENDIX D – LEVEL OF SERVICE CALCULATIONS Intersection Analysis Summary 11/11/2025Report File: C:\...\EX AM.pdf Scenario 9 Existing AMVistro File: C:\...\24-017 14970 Jurupa Ave Fontana November-2025 - Updated.vistro 14970 Jurupa Ave Fontana V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C16.40.288SB RightHCM 7th EditionTwo-way stopJurupa Ave/Hemlock Ave11 D31.90.321NB LeftHCM 7th EditionTwo-way stopHemlock Ave/Slover Ave8 D42.40.466NB LeftHCM 7th EditionSignalizedJurupa Ave/Live Oak Ave7 D49.30.269WB LeftHCM 7th EditionSignalizedLive Oak Ave/Slover Ave4 D38.30.480NB LeftHCM 7th EditionSignalizedCherry Ave/Slover Ave3 B19.70.507SB LeftHCM 7th EditionSignalizedCherry Ave/I-10 Ramps EB2 B12.60.480WB RightHCM 7th EditionSignalizedCherry Ave/I-10 Ramps WB1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 9: 9 Existing AM 1 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.480Volume to Capacity (v/c): BLevel Of Service: 12.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Cherry Ave/I-10 Ramps WB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 410.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 9: 9 Existing AM 2 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 351040500042494804258760Total Analysis Volume [veh/h] 88010100010623701062190Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96001.00000.96001.00001.00001.00000.96000.96001.00000.96000.96001.0000Peak Hour Factor 337038900040791004088410Total Hourly Volume [veh/h] 113000001360013600Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.002.000.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 450038900054391005448410Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Existing AM 3 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.03.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 00500001000100Minimum Green [s] --Lead---------Lead / Lag 002800003200320Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.02.00.00.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00100000300100Pedestrian Clearance [s] 005000050050Walk [s] 0.00.01.00.00.00.00.01.00.00.01.00.0All red [s] 0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s] 0018800004400440Maximum Green [s] Auxiliary Signal Groups 007000020060Signal Group SplitPermissSplitPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 9: 9 Existing AM 4 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 169.9677.84183.86109.37184.5099.2495th-Percentile Queue Length [ft/ln] 6.803.117.354.377.383.9795th-Percentile Queue Length [veh/ln] 94.4243.24102.1460.76102.5055.1350th-Percentile Queue Length [ft/ln] 3.781.734.092.434.102.2150th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group BBBBBBLane Group LOS 17.0612.7214.6010.9314.6210.70d, Delay for Lane Group [s/veh] 0.540.290.560.390.560.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.260.523.030.483.040.42d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.50k, delay calibration 13.8012.2111.5710.4511.5810.27d1, Uniform Delay [s] 646140675424157542415c, Capacity [veh/h] 161535141615517616155176s, saturation flow rate [veh/h] 0.220.120.260.180.260.17(v / s)_i Volume / Saturation Flow Rate 0.400.400.470.470.470.47g / C, Green / Cycle 242428282828g_i, Effective Green Time [s] 2.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 606060606060C, Calculated Cycle Length [s] RLRCRCLane Group Lane Group Calculations Scenario 9: 9 Existing AM 5 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 10.70 14.62 0.00 10.93 14.60 0.00 0.00 0.00 12.72 0.00 17.06 Movement LOS B B B B B B d_A, Approach Delay [s/veh]11.98 12.06 0.00 14.74 Approach LOS B B A B d_I, Intersection Delay [s/veh]12.62 Intersection LOS B Intersection V/C 0.480 Emissions Vehicle Miles Traveled [mph]109.72 53.23 52.44 23.46 38.34 33.23 Stops [stops/h]396.96 246.01 437.48 245.14 207.56 226.61 Fuel consumption [US gal/h]8.62 4.82 6.68 3.58 3.77 3.84 CO [g/h]602.31 336.59 467.24 250.21 263.81 268.34 NOx [g/h]117.19 65.49 90.91 48.68 51.33 52.21 VOC [g/h]139.59 78.01 108.29 57.99 61.14 62.19 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 21.68 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 1.950 0.000 Crosswalk LOS F F A F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]933 933 0 800 d_b, Bicycle Delay [s]8.53 8.53 30.00 10.80 I_b,int, Bicycle LOS Score for Intersection 2.350 2.389 4.132 1.560 Bicycle LOS B B D A ----------------Ring 4 ----------------Ring 3 -------------76-Ring 2 --------------2-Ring 1 Sequence Scenario 9: 9 Existing AM 6 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.507Volume to Capacity (v/c): BLevel Of Service: 19.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Cherry Ave/I-10 Ramps EB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00300.00100.00100.00100.00100.00270.00100.00100.00100.00Entry Pocket Length [ft] 000100002000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 9: 9 Existing AM 7 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0004534403096643131310910Total Analysis Volume [veh/h] 00011311010241108782730Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.92900.92900.92901.00000.92900.92900.92900.92901.0000Peak Hour Factor 0004214374089740029110140Total Hourly Volume [veh/h] 000140000009700Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0005614374089740038810140Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Existing AM 8 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag 0000250045160290Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00001000700100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 00006400168501590Maximum Green [s] Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 9: 9 Existing AM 9 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 192.60193.23194.3295.63173.00193.09205.3395th-Percentile Queue Length [ft/ln] 7.707.737.773.836.927.728.2195th-Percentile Queue Length [veh/ln] 107.56108.01108.7953.1396.11107.91116.7350th-Percentile Queue Length [ft/ln] 4.304.324.352.133.844.324.6750th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoYesCritical Lane Group CCCACCBLane Group LOS 25.7125.1424.347.6634.5021.5819.72d, Delay for Lane Group [s/veh] 0.580.560.540.320.720.540.59X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.964.503.850.287.123.641.39d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 20.7520.6420.487.3927.3917.9418.33d1, Uniform Delay [s] 48550654330316025771848c, Capacity [veh/h] 1615168818105176351416155176s, saturation flow rate [veh/h] 0.170.170.160.190.120.190.21(v / s)_i Volume / Saturation Flow Rate 0.300.300.300.590.170.360.36g / C, Green / Cycle 21212141122525g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 70707070707070C, Calculated Cycle Length [s] RCLCLRCLane Group Lane Group Calculations Scenario 9: 9 Existing AM 10 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 19.72 21.58 34.50 7.66 0.00 24.56 25.14 25.50 0.00 0.00 0.00 Movement LOS B C C A C C C d_A, Approach Delay [s/veh]20.13 15.94 25.05 0.00 Approach LOS C B C A d_I, Intersection Delay [s/veh]19.69 Intersection LOS B Intersection V/C 0.507 Emissions Vehicle Miles Traveled [mph]211.06 60.55 53.98 120.99 25.94 25.17 24.68 Stops [stops/h]720.40 221.98 395.42 327.88 223.80 222.19 221.26 Fuel consumption [US gal/h]17.05 5.09 7.43 8.30 3.76 3.73 3.70 CO [g/h]1191.61 356.06 519.58 580.10 262.96 260.39 258.90 NOx [g/h]231.84 69.28 101.09 112.87 51.16 50.66 50.37 VOC [g/h]276.17 82.52 120.42 134.44 60.94 60.35 60.00 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 26.58 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.453 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]714 1171 600 0 d_b, Bicycle Delay [s]14.46 6.01 17.15 35.00 I_b,int, Bicycle LOS Score for Intersection 2.385 2.328 3.210 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 --------------2-Ring 1 Sequence Scenario 9: 9 Existing AM 11 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.480Volume to Capacity (v/c): DLevel Of Service: 38.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Cherry Ave/Slover Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 190.00100.00194.00100.00100.00270.00100.00100.00325.00100.00100.00225.00Entry Pocket Length [ft] 102001002001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 9: 9 Existing AM 12 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2723763892123014085184202672831Total Analysis Volume [veh/h] 689492537510213010561828Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor 2673683792082954005084122571330Total Hourly Volume [veh/h] 890030013400900Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 35636837122082955345084123471330Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Existing AM 13 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.03.00.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 101050105101050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 464690592252522603610Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 2.02.02.00.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 373700270232300270Pedestrian Clearance [s] 550050550050Walk [s] 1.01.01.00.01.01.01.01.01.00.01.01.0All red [s] 3.03.03.00.03.03.03.03.03.00.03.03.0Amber [s] 47471803453838140032134Maximum Green [s] 4,52,3Auxiliary Signal Groups 447083225061Signal Group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 130Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 9: 9 Existing AM 14 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 214.16204.3831.8597.9098.94217.99314.76174.55284.73312.20293.8757.5395th-Percentile Queue Length [ft/ln] 8.578.181.273.923.968.7212.596.9811.3912.4911.752.3095th-Percentile Queue Length [veh/ln] 123.16116.0417.6954.3954.97125.96199.0796.97175.96197.09182.9531.9650th-Percentile Queue Length [ft/ln] 4.934.640.712.182.205.047.963.887.047.887.321.2850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group BCECCECCEDDELane Group LOS 18.7933.9765.8823.3523.3458.5720.3429.0957.8747.7145.3472.37d, Delay for Lane Group [s/veh] 0.320.320.280.140.140.620.470.270.710.560.560.37X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.010.735.130.370.365.801.820.356.924.862.5212.20d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 17.7833.2460.7522.9822.9852.7718.5328.7450.9542.8442.8260.17d1, Uniform Delay [s] 8451169135792804487870191159545989084c, Capacity [veh/h] 161536183514187319003514161551763514186736181810s, saturation flow rate [veh/h] 0.170.100.010.060.060.090.250.100.120.140.140.02(v / s)_i Volume / Saturation Flow Rate 0.520.320.040.420.420.140.540.370.170.250.250.05g / C, Green / Cycle 6842555551870482232326g_i, Effective Green Time [s] 0.002.002.002.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 130130130130130130130130130130130130C, Calculated Cycle Length [s] RCLCCLRCLCCLLane Group Lane Group Calculations Scenario 9: 9 Existing AM 15 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]72.37 46.09 47.71 57.87 29.09 20.34 58.57 23.34 23.35 65.88 33.97 18.79 Movement LOS E D D E C C E C C E C B d_A, Approach Delay [s/veh]47.18 35.42 43.66 29.72 Approach LOS D D D C d_I, Intersection Delay [s/veh]38.30 Intersection LOS D Intersection V/C 0.480 Emissions Vehicle Miles Traveled [mph]2.39 38.22 19.80 81.25 100.21 78.93 33.98 12.54 12.40 18.72 185.20 133.97 Stops [stops/h]35.40 405.31 218.31 389.82 322.25 220.50 279.05 60.88 60.25 39.20 257.08 136.43 Fuel consumption [US gal/h]0.75 8.39 4.52 10.44 8.97 6.16 6.53 1.38 1.37 1.50 11.64 7.31 CO [g/h]52.44 586.80 315.85 730.03 627.13 430.34 456.29 96.50 95.45 104.60 813.87 510.89 NOx [g/h]10.20 114.17 61.45 142.04 122.02 83.73 88.78 18.78 18.57 20.35 158.35 99.40 VOC [g/h]12.15 136.00 73.20 169.19 145.34 99.74 105.75 22.36 22.12 24.24 188.62 118.40 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]56.31 56.31 56.31 56.31 I_p,int, Pedestrian LOS Score for Intersectio 2.815 3.456 2.716 2.940 Crosswalk LOS C C B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]492 738 846 646 d_b, Bicycle Delay [s]36.94 25.86 21.63 29.78 I_b,int, Bicycle LOS Score for Intersection 1.996 2.374 1.993 2.199 Bicycle LOS A B A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 9: 9 Existing AM 16 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.269Volume to Capacity (v/c): DLevel Of Service: 49.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Live Oak Ave/Slover Ave Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00150.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 9: 9 Existing AM 17 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2272537115942120412461632Total Analysis Volume [veh/h] 61819314955131248Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor 2167735105552019411431530Total Hourly Volume [veh/h] 7004006001500Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2867735145552025411581530Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Existing AM 18 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0105010501000100Minimum Green [s] --Lead--Lead------Lead / Lag 01169011690115001150Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 07007002000100Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.00.00.01.00.0All red [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s] 019850198502500250Maximum Green [s] Auxiliary Signal Groups 047083020060Signal Group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 9: 9 Existing AM 19 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 548.85553.39172.55441.69443.6682.4355.66150.6995th-Percentile Queue Length [ft/ln] 21.9522.146.9017.6717.753.302.236.0395th-Percentile Queue Length [veh/ln] 387.44391.2095.86299.73301.3245.7930.9283.7250th-Percentile Queue Length [ft/ln] 15.5015.653.8311.9912.051.831.243.3550th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesCritical Lane Group DDFDDFDDLane Group LOS 44.0444.02258.5641.6841.67164.7335.5336.99d, Delay for Lane Group [s/veh] 0.420.420.980.340.340.560.050.12X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.501.48141.111.061.0548.330.120.34d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.50k, delay calibration 42.5442.54117.4540.6240.62116.4035.4136.65d1, Uniform Delay [s] 8778873888188738741753c, Capacity [veh/h] 18801900181018881900181015581585s, saturation flow rate [veh/h] 0.200.200.020.160.160.010.020.06(v / s)_i Volume / Saturation Flow Rate 0.470.470.020.470.470.020.460.46g / C, Green / Cycle 11211251121125111111g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 240240240240240240240240C, Calculated Cycle Length [s] CCLCCLCCLane Group Lane Group Calculations Scenario 9: 9 Existing AM 20 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]36.99 36.99 36.99 35.53 35.53 35.53 164.73 41.68 41.68 258.56 44.03 44.04 Movement LOS D D D D D D F D D F D D d_A, Approach Delay [s/veh]36.99 35.53 45.81 54.15 Approach LOS D D D D d_I, Intersection Delay [s/veh]49.28 Intersection LOS D Intersection V/C 0.269 Emissions Vehicle Miles Traveled [mph]84.24 0.85 10.34 149.42 148.58 9.80 99.46 98.47 Stops [stops/h]50.23 18.55 27.48 180.79 179.84 57.52 234.72 232.47 Fuel consumption [US gal/h]4.45 0.40 1.28 9.72 9.67 2.67 8.75 8.67 CO [g/h]311.24 27.80 89.57 679.55 675.84 186.48 611.86 605.90 NOx [g/h]60.56 5.41 17.43 132.22 131.49 36.28 119.04 117.89 VOC [g/h]72.13 6.44 20.76 157.49 156.63 43.22 141.80 140.42 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 0.00 I_p,int, Pedestrian LOS Score for Intersectio 1.863 1.822 2.673 0.000 Crosswalk LOS A A B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]342 342 350 350 d_b, Bicycle Delay [s]82.50 82.50 81.68 81.68 I_b,int, Bicycle LOS Score for Intersection 1.739 1.629 2.079 2.212 Bicycle LOS A A B B ----------------Ring 4 ----------------Ring 3 ------------876-Ring 2 ------------432-Ring 1 Sequence Scenario 9: 9 Existing AM 21 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.466Volume to Capacity (v/c): DLevel Of Service: 42.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 7: Jurupa Ave/Live Oak Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00400.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00165.00100.00100.00150.00220.00100.00220.00100.00100.00100.00Entry Pocket Length [ft] 001001101001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 9: 9 Existing AM 22 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3074428613446263337252856432Total Analysis Volume [veh/h] 7186713111789671168Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.9830Peak Hour Factor 2973128113438263236252806331Total Hourly Volume [veh/h] 100050011009400Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3973128118438264336253746331Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Existing AM 23 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 0232403132036120339Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140010002700240Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 019200144145055200405Maximum Green [s] Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 9: 9 Existing AM 24 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 293.90267.45321.75144.44133.8721.5325.8028.6330.53337.3346.3495th-Percentile Queue Length [ft/ln] 11.7610.7012.875.785.350.861.031.151.2213.491.8595th-Percentile Queue Length [veh/ln] 182.98162.82204.4980.2574.3711.9614.3315.9116.96216.6425.7450th-Percentile Queue Length [ft/ln] 7.326.518.183.212.970.480.570.640.688.671.0350th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoCritical Lane Group DDDCCCCCDDELane Group LOS 51.4745.3354.0330.6929.8926.4923.8423.7745.4941.0756.44d, Delay for Lane Group [s/veh] 0.740.740.790.310.310.050.060.060.170.720.35X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 13.267.1316.021.600.820.190.240.192.589.1610.51d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 38.2138.2038.0129.0929.0726.3023.6023.5842.9131.9145.94d1, Uniform Delay [s] 35468736250697750751760814548290c, Capacity [veh/h] 18633618181018733618181016151900181016611810s, saturation flow rate [veh/h] 0.140.140.160.080.080.010.020.020.010.210.02(v / s)_i Volume / Saturation Flow Rate 0.190.190.200.270.270.280.320.320.080.290.05g / C, Green / Cycle 19192027272832328295g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 100100100100100100100100100100100C, Calculated Cycle Length [s] CCLCCLRCLCLLane Group Lane Group Calculations Scenario 9: 9 Existing AM 25 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]56.44 41.07 41.07 45.49 23.77 23.84 26.49 30.15 30.69 54.03 47.25 51.47 Movement LOS E D D D C C C C C D D D d_A, Approach Delay [s/veh]42.36 29.51 29.97 49.20 Approach LOS D C C D d_I, Intersection Delay [s/veh]42.37 Intersection LOS D Intersection V/C 0.466 Emissions Vehicle Miles Traveled [mph]3.42 37.27 1.82 2.70 2.41 5.97 69.34 36.13 77.14 137.74 71.02 Stops [stops/h]37.07 311.96 24.42 22.91 20.64 17.23 214.19 115.55 294.46 468.92 263.49 Fuel consumption [US gal/h]0.71 6.17 0.44 0.42 0.37 0.48 5.87 3.11 7.95 12.97 7.14 CO [g/h]49.84 431.61 30.86 29.13 26.09 33.64 410.55 217.20 555.47 906.69 498.89 NOx [g/h]9.70 83.98 6.00 5.67 5.08 6.55 79.88 42.26 108.07 176.41 97.07 VOC [g/h]11.55 100.03 7.15 6.75 6.05 7.80 95.15 50.34 128.74 210.13 115.62 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]41.41 41.41 41.41 41.41 I_p,int, Pedestrian LOS Score for Intersectio 2.346 2.211 2.790 2.882 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]580 640 540 380 d_b, Bicycle Delay [s]25.21 23.12 26.65 32.81 I_b,int, Bicycle LOS Score for Intersection 2.343 1.735 1.829 2.148 Bicycle LOS B A A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 9: 9 Existing AM 26 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.321Volume to Capacity (v/c): DLevel Of Service: 31.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Hemlock Ave/Slover Ave Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00190.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 465243705081382328061Total Analysis Volume [veh/h] 1163111712732117015Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.9740Peak Hour Factor 463542684951382327059Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 463542684951382327059Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Existing AM 27 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with DIntersection LOS 2.28d_I, Intersection Delay [s/veh] AACDApproach LOS 0.540.2017.3827.56d_A, Approach Delay [s/veh] 0.000.003.350.000.001.053.343.343.3439.1439.1439.1495th-Percentile Queue Length [ft/ln] 0.000.000.130.000.000.040.130.130.131.571.571.5795th-Percentile Queue Length [veh/ln] AAAAAABDDCEDMovement LOS 0.000.008.740.000.008.8810.8730.4426.0218.0336.7831.93d_M, Delay for Movement [s/veh] 0.000.010.040.000.010.010.010.010.020.040.000.32V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 9: 9 Existing AM 28 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.288Volume to Capacity (v/c): CLevel Of Service: 16.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Jurupa Ave/Hemlock Ave Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 379770118740127005100Total Analysis Volume [veh/h] 924403219032001300Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94800.94801.00000.94800.94801.00000.94801.00001.00000.94801.00001.0000Peak Hour Factor 359260108290120004800Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.002.000.000.002.000.002.002.000.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 359260108290120004800Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Existing AM 29 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with CIntersection LOS 1.33d_I, Intersection Delay [s/veh] AACBApproach LOS 0.000.0016.4213.28d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0029.420.000.008.750.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.001.180.000.000.350.000.0095th-Percentile Queue Length [veh/ln] AAAACBMovement LOS 0.000.000.000.000.000.0016.420.000.0013.280.000.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.000.290.000.000.110.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 9: 9 Existing AM 30 EPD Solutions, Inc. Scenario 9: 9 Existing AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Intersection Analysis Summary 11/11/2025Report File: C:\...\EX PM.pdf Scenario 10 Existing PMVistro File: C:\...\24-017 14970 Jurupa Ave Fontana November-2025 - Updated.vistro 14970 Jurupa Ave Fontana V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C22.70.240NB RightHCM 7th EditionTwo-way stopJurupa Ave/Hemlock Ave11 F148.90.654NB LeftHCM 7th EditionTwo-way stopHemlock Ave/Slover Ave8 D39.40.629SB LeftHCM 7th EditionSignalizedJurupa Ave/Live Oak Ave7 D50.70.355WB LeftHCM 7th EditionSignalizedLive Oak Ave/Slover Ave4 D39.60.523NB LeftHCM 7th EditionSignalizedCherry Ave/Slover Ave3 B19.30.516SB LeftHCM 7th EditionSignalizedCherry Ave/I-10 Ramps EB2 B13.40.444SB RightHCM 7th EditionSignalizedCherry Ave/I-10 Ramps WB1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 10: 10 Existing PM 1 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.444Volume to Capacity (v/c): BLevel Of Service: 13.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Cherry Ave/I-10 Ramps WB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 410.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 10: 10 Existing PM 2 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 31904400003271277030910740Total Analysis Volume [veh/h] 800110000823190772680Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97501.00000.97501.00001.00001.00000.97500.97501.00000.97500.97501.0000Peak Hour Factor 31104290003191245030110470Total Hourly Volume [veh/h] 104000001060010000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.002.000.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41504290004251245040110470Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Existing PM 3 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.03.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 00500001000100Minimum Green [s] --Lead---------Lead / Lag 003000003000300Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.02.00.00.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00100000300100Pedestrian Clearance [s] 005000050050Walk [s] 0.00.01.00.00.00.00.01.00.00.01.00.0All red [s] 0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s] 0018800004400440Maximum Green [s] Auxiliary Signal Groups 007000020060Signal Group SplitPermissSplitPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 10: 10 Existing PM 4 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 136.0478.81140.59176.69130.45140.2395th-Percentile Queue Length [ft/ln] 5.443.155.627.075.225.6195th-Percentile Queue Length [veh/ln] 75.5843.7878.1198.1672.4777.9150th-Percentile Queue Length [ft/ln] 3.021.753.123.932.903.1250th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoCritical Lane Group BBBBBBLane Group LOS 14.1411.4914.3113.8413.9312.89d, Delay for Lane Group [s/veh] 0.460.290.470.570.440.48X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.140.482.241.062.020.74d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.50k, delay calibration 12.0011.0112.0812.7911.9112.16d1, Uniform Delay [s] 700152370022437002243c, Capacity [veh/h] 161535141615517616155176s, saturation flow rate [veh/h] 0.200.130.200.250.190.21(v / s)_i Volume / Saturation Flow Rate 0.430.430.430.430.430.43g / C, Green / Cycle 262626262626g_i, Effective Green Time [s] 2.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 606060606060C, Calculated Cycle Length [s] RLRCRCLane Group Lane Group Calculations Scenario 10: 10 Existing PM 5 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 12.89 13.93 0.00 13.84 14.31 0.00 0.00 0.00 11.49 0.00 14.14 Movement LOS B B B B B B d_A, Approach Delay [s/veh]13.12 13.94 0.00 12.60 Approach LOS B B A B d_I, Intersection Delay [s/veh]13.37 Intersection LOS B Intersection V/C 0.444 Emissions Vehicle Miles Traveled [mph]134.52 38.70 70.64 18.09 41.66 30.20 Stops [stops/h]560.92 173.93 706.74 187.46 210.15 181.38 Fuel consumption [US gal/h]11.45 3.43 10.41 2.73 3.91 3.16 CO [g/h]800.67 239.77 727.72 191.04 272.96 221.12 NOx [g/h]155.78 46.65 141.59 37.17 53.11 43.02 VOC [g/h]185.56 55.57 168.66 44.27 63.26 51.25 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 21.68 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 1.826 0.000 Crosswalk LOS F F A F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]867 867 0 867 d_b, Bicycle Delay [s]9.63 9.63 30.00 9.63 I_b,int, Bicycle LOS Score for Intersection 2.375 2.500 4.132 1.560 Bicycle LOS B B D A ----------------Ring 4 ----------------Ring 3 -------------76-Ring 2 --------------2-Ring 1 Sequence Scenario 10: 10 Existing PM 6 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.516Volume to Capacity (v/c): BLevel Of Service: 19.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Cherry Ave/I-10 Ramps EB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00300.00100.00100.00100.00100.00270.00100.00100.00100.00Entry Pocket Length [ft] 000100002000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 10: 10 Existing PM 7 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000362384280121850833410260Total Analysis Volume [veh/h] 0009191070305127832560Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98000.98000.98001.00000.98000.98000.98000.98001.0000Peak Hour Factor 000355374190119449832710050Total Hourly Volume [veh/h] 0001180000010900Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000473374190119449843610050Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Existing PM 8 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag 0000230047170300Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00001000700100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 00006400168501590Maximum Green [s] Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 10: 10 Existing PM 9 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 194.32196.75197.84114.94204.70201.17187.7995th-Percentile Queue Length [ft/ln] 7.777.877.914.608.198.057.5195th-Percentile Queue Length [veh/ln] 108.79110.54111.3263.85116.28113.72104.3350th-Percentile Queue Length [ft/ln] 4.354.424.452.554.654.554.1750th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group CCCADCBLane Group LOS 28.4127.3226.897.1636.0221.1418.31d, Delay for Lane Group [s/veh] 0.610.590.580.380.780.560.53X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.165.224.870.358.903.701.07d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 22.2522.0922.036.8127.1317.4317.25d1, Uniform Delay [s] 43847549131796536001922c, Capacity [veh/h] 1615174918105176351416155176s, saturation flow rate [veh/h] 0.170.160.160.240.140.210.20(v / s)_i Volume / Saturation Flow Rate 0.270.270.270.610.190.370.37g / C, Green / Cycle 19191943132626g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 70707070707070C, Calculated Cycle Length [s] RCLCLRCLane Group Lane Group Calculations Scenario 10: 10 Existing PM 10 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 18.31 21.14 36.02 7.16 0.00 27.04 27.32 28.14 0.00 0.00 0.00 Movement LOS B C D A C C C d_A, Approach Delay [s/veh]19.01 15.66 27.52 0.00 Approach LOS B B C A d_I, Intersection Delay [s/veh]19.33 Intersection LOS B Intersection V/C 0.516 Emissions Vehicle Miles Traveled [mph]198.49 64.62 63.63 152.55 24.96 24.52 23.49 Stops [stops/h]643.84 233.94 478.41 394.07 229.00 227.39 223.80 Fuel consumption [US gal/h]15.55 5.39 8.99 10.23 3.84 3.81 3.74 CO [g/h]1087.11 376.70 628.15 715.25 268.63 266.49 261.75 NOx [g/h]211.51 73.29 122.22 139.16 52.27 51.85 50.93 VOC [g/h]251.95 87.30 145.58 165.77 62.26 61.76 60.66 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 26.58 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.404 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]743 1229 543 0 d_b, Bicycle Delay [s]13.83 5.21 18.58 35.00 I_b,int, Bicycle LOS Score for Intersection 2.368 2.509 3.121 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 --------------2-Ring 1 Sequence Scenario 10: 10 Existing PM 11 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.523Volume to Capacity (v/c): DLevel Of Service: 39.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Cherry Ave/Slover Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 190.00100.00194.00100.00100.00270.00100.00100.00325.00100.00100.00225.00Entry Pocket Length [ft] 102001002001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 10: 10 Existing PM 12 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 29123541305984252969023993771217Total Analysis Volume [veh/h] 73591081491067422510091784Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor 28122740295774102868703853668716Total Hourly Volume [veh/h] 9400100095001200Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 37522740395774103818703854868716Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Existing PM 13 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.03.00.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 101050105101050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 48489062235050230369Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 2.02.02.00.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 373700270232300270Pedestrian Clearance [s] 550050550050Walk [s] 1.01.01.00.01.01.01.01.01.00.01.01.0All red [s] 3.03.03.00.03.03.03.03.03.00.03.03.0Amber [s] 44445058194646190325Maximum Green [s] 4,52,3Auxiliary Signal Groups 447083225061Signal Group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 130Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 10: 10 Existing PM 14 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 232.16121.4534.53273.36276.91308.54228.87303.26285.92309.54292.5231.6995th-Percentile Queue Length [ft/ln] 9.294.861.3810.9311.0812.349.1512.1311.4412.3811.701.2795th-Percentile Queue Length [veh/ln] 136.3967.4719.18167.30170.00194.25133.96190.18176.86195.02181.9217.6050th-Percentile Queue Length [ft/ln] 5.462.700.776.696.807.775.367.617.077.807.280.7050th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group BCECCEBCEDDELane Group LOS 19.7830.7766.5025.2125.1968.1218.6333.8264.4647.7045.2868.83d, Delay for Lane Group [s/veh] 0.350.190.300.370.370.830.350.490.780.560.560.24X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.160.355.701.281.2614.211.100.9511.004.872.498.16d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 18.6230.4260.8123.9323.9353.9117.5232.8753.4642.8242.7960.67d1, Uniform Delay [s] 8321224135834848514857183151445689070c, Capacity [veh/h] 161536183514186819003514161551763514185236181810s, saturation flow rate [veh/h] 0.180.060.010.170.170.120.180.170.110.140.140.01(v / s)_i Volume / Saturation Flow Rate 0.520.340.040.450.450.150.530.350.150.250.250.04g / C, Green / Cycle 6744558581969461932325g_i, Effective Green Time [s] 0.002.002.002.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 130130130130130130130130130130130130C, Calculated Cycle Length [s] RCLCCLRCLCCLLane Group Lane Group Calculations Scenario 10: 10 Existing PM 15 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]68.83 46.02 47.70 64.46 33.82 18.63 68.12 25.20 25.21 66.50 30.77 19.78 Movement LOS E D D E C B E C C E C B d_A, Approach Delay [s/veh]46.60 38.66 42.52 27.71 Approach LOS D D D C d_I, Intersection Delay [s/veh]39.65 Intersection LOS D Intersection V/C 0.523 Emissions Vehicle Miles Traveled [mph]1.31 38.04 19.59 77.19 174.50 57.26 47.98 35.74 35.15 20.19 115.75 143.33 Stops [stops/h]19.50 403.03 216.03 391.82 631.98 148.39 430.34 188.30 185.32 42.50 149.47 151.08 Fuel consumption [US gal/h]0.40 8.35 4.47 10.58 16.88 4.30 10.24 4.13 4.07 1.62 7.06 7.91 CO [g/h]27.94 583.49 312.52 739.22 1180.05 300.51 716.01 289.01 284.36 113.30 493.66 552.66 NOx [g/h]5.44 113.53 60.80 143.82 229.59 58.47 139.31 56.23 55.33 22.04 96.05 107.53 VOC [g/h]6.47 135.23 72.43 171.32 273.49 69.65 165.94 66.98 65.90 26.26 114.41 128.08 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]56.31 56.31 56.31 56.31 I_p,int, Pedestrian LOS Score for Intersectio 2.875 3.434 2.763 2.984 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]492 708 892 677 d_b, Bicycle Delay [s]36.94 27.14 19.94 28.45 I_b,int, Bicycle LOS Score for Intersection 1.988 2.490 2.437 2.105 Bicycle LOS A B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 10: 10 Existing PM 16 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.355Volume to Capacity (v/c): DLevel Of Service: 50.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Live Oak Ave/Slover Ave Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00150.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 10: 10 Existing PM 17 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 145853929970811122475826Total Analysis Volume [veh/h] 314610724323361927Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 135523727916810112371825Total Hourly Volume [veh/h] 5009003002400Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 185523736916813112395825Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Existing PM 18 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0105010501000100Minimum Green [s] --Lead--Lead------Lead / Lag 01169011690115001150Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 07007002000100Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.00.00.01.00.0All red [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s] 019850198502500250Maximum Green [s] Auxiliary Signal Groups 047083020060Signal Group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 10: 10 Existing PM 19 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 437.07439.61182.11763.16769.8128.4273.49176.7395th-Percentile Queue Length [ft/ln] 17.4817.587.2830.5330.791.142.947.0795th-Percentile Queue Length [veh/ln] 296.00298.05101.17567.77573.4415.7940.8398.1850th-Percentile Queue Length [ft/ln] 11.8411.924.0522.7122.940.631.633.9350th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesCritical Lane Group DDFDDFDDLane Group LOS 41.6041.59274.5649.0349.01127.9935.8537.47d, Delay for Lane Group [s/veh] 0.340.341.030.570.570.210.070.15X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.051.04157.062.642.6112.430.180.41d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.50k, delay calibration 40.5640.55117.5046.3946.39115.5635.6837.07d1, Uniform Delay [s] 8798873887888738713751c, Capacity [veh/h] 18841900181018811900181014931584s, saturation flow rate [veh/h] 0.160.160.020.260.260.000.030.07(v / s)_i Volume / Saturation Flow Rate 0.470.470.020.470.470.020.460.46g / C, Green / Cycle 11211251121125111111g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 240240240240240240240240C, Calculated Cycle Length [s] CCLCCLCCLane Group Lane Group Calculations Scenario 10: 10 Existing PM 20 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]37.47 37.47 37.47 35.85 35.85 35.85 127.99 49.02 49.03 274.56 41.59 41.60 Movement LOS D D D D D D F D D F D D d_A, Approach Delay [s/veh]37.47 35.85 49.65 55.84 Approach LOS D D D E d_I, Intersection Delay [s/veh]50.74 Intersection LOS D Intersection V/C 0.355 Emissions Vehicle Miles Traveled [mph]97.68 1.11 3.94 247.29 244.77 10.36 79.88 79.30 Stops [stops/h]58.91 24.50 9.47 344.07 340.66 60.70 178.83 177.60 Fuel consumption [US gal/h]5.18 0.52 0.42 17.09 16.92 2.94 6.82 6.77 CO [g/h]361.92 36.62 29.56 1194.40 1182.46 205.55 476.71 473.36 NOx [g/h]70.42 7.13 5.75 232.39 230.06 39.99 92.75 92.10 VOC [g/h]83.88 8.49 6.85 276.81 274.05 47.64 110.48 109.70 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 0.00 I_p,int, Pedestrian LOS Score for Intersectio 1.903 1.807 2.716 0.000 Crosswalk LOS A A B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]258 258 267 267 d_b, Bicycle Delay [s]91.00 91.00 90.13 90.13 I_b,int, Bicycle LOS Score for Intersection 1.779 1.642 2.398 2.090 Bicycle LOS A A B B ----------------Ring 4 ----------------Ring 3 ------------876-Ring 2 ------------432-Ring 1 Sequence Scenario 10: 10 Existing PM 21 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.629Volume to Capacity (v/c): DLevel Of Service: 39.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 7: Jurupa Ave/Live Oak Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00400.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00165.00100.00100.00150.00220.00100.00220.00100.00100.00100.00Entry Pocket Length [ft] 001001101001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 10: 10 Existing PM 22 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2564427510126553214345311538Total Analysis Volume [veh/h] 6161693316135111178132Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95800.95800.95800.95800.95800.95800.95800.95800.95800.95800.95800.9580Peak Hour Factor 2461726310121251204143298518Total Hourly Volume [veh/h] 8003007009900Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3261726313121251274143397518Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Existing PM 23 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 0512703713037120349Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140010002700240Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 04723033903380305Maximum Green [s] Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 110Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 10: 10 Existing PM 24 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 179.71169.71319.75444.60407.2074.1118.7438.4764.27405.8811.9195th-Percentile Queue Length [ft/ln] 7.196.7912.7917.7816.292.960.751.542.5716.240.4895th-Percentile Queue Length [veh/ln] 99.8494.29202.94302.08271.9741.1710.4121.3735.71270.916.6250th-Percentile Queue Length [ft/ln] 3.993.778.1212.0810.881.650.420.851.4310.840.2650th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoCritical Lane Group CCDDDDCCEDDLane Group LOS 21.4621.0152.1444.8340.3854.3927.4727.8355.4451.7652.68d, Delay for Lane Group [s/veh] 0.290.290.730.770.770.360.040.080.340.810.10X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.900.4611.579.775.326.630.170.266.9414.442.34d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 20.5520.5540.5735.0635.0647.7727.3127.5748.5037.3250.34d1, Uniform Delay [s] 7961546378568108514848557013245082c, Capacity [veh/h] 18643618181018923618181016151900181016511810s, saturation flow rate [veh/h] 0.120.120.150.230.230.030.010.020.020.220.00(v / s)_i Volume / Saturation Flow Rate 0.430.430.210.300.300.080.300.300.070.270.05g / C, Green / Cycle 4747233333933338305g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110C, Calculated Cycle Length [s] CCLCCLRCLCLLane Group Lane Group Calculations Scenario 10: 10 Existing PM 25 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]52.68 51.76 51.76 55.44 27.83 27.47 54.39 41.89 44.83 52.14 21.15 21.46 Movement LOS D D D E C C D D D D C C d_A, Approach Delay [s/veh]51.78 39.16 42.41 30.19 Approach LOS D D D C d_I, Intersection Delay [s/veh]39.36 Intersection LOS D Intersection V/C 0.629 Emissions Vehicle Miles Traveled [mph]0.85 38.87 3.28 3.14 1.53 12.18 192.34 100.62 73.89 118.53 61.22 Stops [stops/h]8.66 354.65 46.74 27.98 13.63 53.90 712.06 395.46 265.66 246.86 130.70 Fuel consumption [US gal/h]0.17 7.39 0.90 0.53 0.26 1.39 18.73 10.32 7.43 8.13 4.24 CO [g/h]11.80 516.81 62.99 36.86 17.88 96.86 1309.27 721.48 519.15 568.26 296.17 NOx [g/h]2.30 100.55 12.25 7.17 3.48 18.85 254.74 140.37 101.01 110.56 57.62 VOC [g/h]2.73 119.77 14.60 8.54 4.14 22.45 303.44 167.21 120.32 131.70 68.64 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]46.37 46.37 46.37 46.37 I_p,int, Pedestrian LOS Score for Intersectio 2.353 2.214 2.889 2.989 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]545 600 600 855 d_b, Bicycle Delay [s]29.09 26.95 26.95 18.04 I_b,int, Bicycle LOS Score for Intersection 2.337 1.751 2.292 2.083 Bicycle LOS B A B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 10: 10 Existing PM 26 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.654Volume to Capacity (v/c): FLevel Of Service: 148.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Hemlock Ave/Slover Ave Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00190.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 45652860121825487651234Total Analysis Volume [veh/h] 1141715304612221319Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.9370Peak Hour Factor 45292656114123457648232Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 45292656114123457648232Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Existing PM 27 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with FIntersection LOS 5.79d_I, Intersection Delay [s/veh] AACFApproach LOS 0.560.1724.00113.05d_A, Approach Delay [s/veh] 0.000.004.010.000.001.9023.3123.3123.31113.79113.79113.7995th-Percentile Queue Length [ft/ln] 0.000.000.160.000.000.080.930.930.934.554.554.5595th-Percentile Queue Length [veh/ln] AABAAABFEFFFMovement LOS 0.000.0011.900.000.008.6414.6069.3946.2588.20137.14148.92d_M, Delay for Movement [s/veh] 0.000.010.050.000.010.020.070.120.060.120.030.65V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 10: 10 Existing PM 28 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.240Volume to Capacity (v/c): CLevel Of Service: 22.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Jurupa Ave/Hemlock Ave Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 1880701316760124006400Total Analysis Volume [veh/h] 420203419031001600Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96001.00000.96000.96001.00000.96001.00001.00000.96001.00001.0000Peak Hour Factor 1777501216090119006100Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.002.000.000.002.000.002.002.000.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1777501216090119006100Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Existing PM 29 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with CIntersection LOS 1.20d_I, Intersection Delay [s/veh] AABCApproach LOS 0.000.0014.3722.74d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0023.780.000.0022.890.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.000.950.000.000.920.000.0095th-Percentile Queue Length [veh/ln] AAAABCMovement LOS 0.000.000.000.000.000.0014.370.000.0022.740.000.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.020.000.240.000.000.240.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 10: 10 Existing PM 30 EPD Solutions, Inc. Scenario 10: 10 Existing PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Intersection Analysis Summary 11/11/2025Report File: C:\...\OY AM.pdf Scenario 7 Opening Year No Project AMVistro File: C:\...\24-017 14970 Jurupa Ave Fontana November-2025 - Updated.vistro 14970 Jurupa Ave Fontana V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C17.50.320SB RightHCM 7th EditionTwo-way stopJurupa Ave/Hemlock Ave11 E38.10.386NB LeftHCM 7th EditionTwo-way stopHemlock Ave/Slover Ave8 D44.50.495WB LeftHCM 7th EditionSignalizedJurupa Ave/Live Oak Ave7 D51.30.286WB LeftHCM 7th EditionSignalizedLive Oak Ave/Slover Ave4 D39.10.510NB LeftHCM 7th EditionSignalizedCherry Ave/Slover Ave3 C20.40.539SB LeftHCM 7th EditionSignalizedCherry Ave/I-10 Ramps EB2 B13.00.510WB RightHCM 7th EditionSignalizedCherry Ave/I-10 Ramps WB1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 7: 7 Opening Year No Project AM 1 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.510Volume to Capacity (v/c): BLevel Of Service: 13.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Cherry Ave/I-10 Ramps WB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 410.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 7: 7 Opening Year No Project AM 2 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 3730430000450100504519290Total Analysis Volume [veh/h] 93010800011325101132320Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96001.00000.96001.00001.00001.00000.96000.96001.00000.96000.96001.0000Peak Hour Factor 358041300043296504338920Total Hourly Volume [veh/h] 119000001440014400Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.002.000.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 477041300057696505778920Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Opening Year No Project AM 3 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.03.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 00500001000100Minimum Green [s] --Lead---------Lead / Lag 002800003200320Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.02.00.00.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00100000300100Pedestrian Clearance [s] 005000050050Walk [s] 0.00.01.00.00.00.00.01.00.00.01.00.0All red [s] 0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s] 0018800004400440Maximum Green [s] Auxiliary Signal Groups 007000020060Signal Group SplitPermissSplitPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 7: 7 Opening Year No Project AM 4 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 185.4683.39198.53117.67199.07106.6695th-Percentile Queue Length [ft/ln] 7.423.347.944.717.964.2795th-Percentile Queue Length [veh/ln] 103.0346.33111.8265.37112.2159.2650th-Percentile Queue Length [ft/ln] 4.121.854.472.614.492.3750th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group BBBBBBLane Group LOS 17.7812.8715.3011.1215.3310.87d, Delay for Lane Group [s/veh] 0.580.310.600.420.600.38X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.730.563.470.533.490.47d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.50k, delay calibration 14.0412.3111.8310.5911.8410.40d1, Uniform Delay [s] 646140675424157542415c, Capacity [veh/h] 161535141615517616155176s, saturation flow rate [veh/h] 0.230.120.280.190.280.18(v / s)_i Volume / Saturation Flow Rate 0.400.400.470.470.470.47g / C, Green / Cycle 242428282828g_i, Effective Green Time [s] 2.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 606060606060C, Calculated Cycle Length [s] RLRCRCLane Group Lane Group Calculations Scenario 7: 7 Opening Year No Project AM 5 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 10.87 15.33 0.00 11.12 15.30 0.00 0.00 0.00 12.87 0.00 17.78 Movement LOS B B B B B B d_A, Approach Delay [s/veh]12.32 12.41 0.00 15.15 Approach LOS B B A B d_I, Intersection Delay [s/veh]12.98 Intersection LOS B Intersection V/C 0.510 Emissions Vehicle Miles Traveled [mph]116.36 56.49 55.60 24.89 40.71 35.31 Stops [stops/h]426.64 269.30 470.67 268.37 222.38 247.28 Fuel consumption [US gal/h]9.20 5.22 7.16 3.91 4.03 4.17 CO [g/h]643.19 364.91 500.73 273.24 281.75 291.44 NOx [g/h]125.14 71.00 97.42 53.16 54.82 56.70 VOC [g/h]149.06 84.57 116.05 63.33 65.30 67.54 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 21.68 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 1.983 0.000 Crosswalk LOS F F A F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]933 933 0 800 d_b, Bicycle Delay [s]8.53 8.53 30.00 10.80 I_b,int, Bicycle LOS Score for Intersection 2.398 2.439 4.132 1.560 Bicycle LOS B B D A ----------------Ring 4 ----------------Ring 3 -------------76-Ring 2 --------------2-Ring 1 Sequence Scenario 7: 7 Opening Year No Project AM 6 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.539Volume to Capacity (v/c): CLevel Of Service: 20.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Cherry Ave/I-10 Ramps EB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00300.00100.00100.00100.00100.00270.00100.00100.00100.00Entry Pocket Length [ft] 000100002000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 7: 7 Opening Year No Project AM 7 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00048054270102445633311570Total Analysis Volume [veh/h] 00012011070256114832890Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.92900.92900.92901.00000.92900.92900.92900.92901.0000Peak Hour Factor 0004465397095142430910750Total Hourly Volume [veh/h] 0001490000010300Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0005955397095142441210750Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Opening Year No Project AM 8 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag 0000250045160290Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00001000700100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 00006400168501590Maximum Green [s] Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 7: 7 Opening Year No Project AM 9 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 207.61206.11204.22102.85188.42206.46218.4795th-Percentile Queue Length [ft/ln] 8.308.248.174.117.548.268.7495th-Percentile Queue Length [veh/ln] 118.39117.30115.9357.14104.68117.55126.3150th-Percentile Queue Length [ft/ln] 4.744.694.642.294.194.705.0550th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoYesCritical Lane Group CCCADCCLane Group LOS 26.9026.0524.957.7936.2422.3920.24d, Delay for Lane Group [s/veh] 0.620.600.570.340.760.580.63X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.845.154.280.308.634.171.61d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 21.0620.9020.687.4927.6118.2218.63d1, Uniform Delay [s] 48550754330316025771848c, Capacity [veh/h] 1615169018105176351416155176s, saturation flow rate [veh/h] 0.190.180.170.200.130.210.22(v / s)_i Volume / Saturation Flow Rate 0.300.300.300.590.170.360.36g / C, Green / Cycle 21212141122525g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 70707070707070C, Calculated Cycle Length [s] RCLCLRCLane Group Lane Group Calculations Scenario 7: 7 Opening Year No Project AM 10 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 20.24 22.39 36.24 7.79 0.00 25.27 26.05 26.58 0.00 0.00 0.00 Movement LOS C C D A C C C d_A, Approach Delay [s/veh]20.72 16.56 25.96 0.00 Approach LOS C B C A d_I, Intersection Delay [s/veh]20.36 Intersection LOS C Intersection V/C 0.539 Emissions Vehicle Miles Traveled [mph]223.83 64.42 57.11 128.26 27.21 26.74 26.43 Stops [stops/h]779.52 241.82 430.67 352.62 238.48 241.31 243.54 Fuel consumption [US gal/h]18.29 5.51 8.09 8.85 4.01 4.04 4.07 CO [g/h]1278.30 384.84 565.71 618.74 279.96 282.59 284.84 NOx [g/h]248.71 74.88 110.07 120.39 54.47 54.98 55.42 VOC [g/h]296.26 89.19 131.11 143.40 64.88 65.49 66.01 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 26.58 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.486 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]714 1171 600 0 d_b, Bicycle Delay [s]14.46 6.01 17.15 35.00 I_b,int, Bicycle LOS Score for Intersection 2.436 2.374 3.310 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 --------------2-Ring 1 Sequence Scenario 7: 7 Opening Year No Project AM 11 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.510Volume to Capacity (v/c): DLevel Of Service: 39.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Cherry Ave/Slover Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 190.00100.00194.00100.00100.00270.00100.00100.00325.00100.00100.00225.00Entry Pocket Length [ft] 102001002001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 7: 7 Opening Year No Project AM 12 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 28939941102263194345504462977133Total Analysis Volume [veh/h] 72100103568010813811171938Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor 28339140102213134255394372875632Total Hourly Volume [veh/h] 950030014200900Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 37839140132213135675394373775632Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Opening Year No Project AM 13 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.03.00.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 101050105101050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 464690592252522603610Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 2.02.02.00.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 373700270232300270Pedestrian Clearance [s] 550050550050Walk [s] 1.01.01.00.01.01.01.01.01.00.01.01.0All red [s] 3.03.03.00.03.03.03.03.03.00.03.03.0Amber [s] 47471803453838140032134Maximum Green [s] 4,52,3Auxiliary Signal Groups 447083225061Signal Group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 130Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 7: 7 Opening Year No Project AM 14 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 227.09215.4434.53104.97106.18230.54337.58186.66303.79331.57311.7161.7595th-Percentile Queue Length [ft/ln] 9.088.621.384.204.259.2213.507.4712.1513.2612.472.4795th-Percentile Queue Length [veh/ln] 132.65124.0919.1858.3258.99135.19216.84103.70190.58212.13196.7034.3050th-Percentile Queue Length [ft/ln] 5.314.960.772.332.365.418.674.157.628.497.871.3750th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group BCECCECCEDDELane Group LOS 19.1134.2766.5023.4823.4659.8120.9829.3259.8348.8446.1373.65d, Delay for Lane Group [s/veh] 0.340.340.300.150.150.660.500.290.750.590.590.40X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.100.805.700.390.396.752.040.388.445.572.8913.42d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 18.0133.4860.8123.0823.0853.0618.9328.9451.3843.2743.2460.24d1, Uniform Delay [s] 8451169135792804487870191159545989084c, Capacity [veh/h] 161536183514187219003514161551763514186536181810s, saturation flow rate [veh/h] 0.180.110.010.060.060.090.270.110.130.150.150.02(v / s)_i Volume / Saturation Flow Rate 0.520.320.040.420.420.140.540.370.170.250.250.05g / C, Green / Cycle 6842555551870482232326g_i, Effective Green Time [s] 0.002.002.002.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 130130130130130130130130130130130130C, Calculated Cycle Length [s] RCLCCLRCLCCLLane Group Lane Group Calculations Scenario 7: 7 Opening Year No Project AM 15 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]73.65 46.98 48.84 59.83 29.32 20.98 59.81 23.47 23.48 66.50 34.27 19.11 Movement LOS E D D E C C E C C E C B d_A, Approach Delay [s/veh]48.11 36.30 44.36 30.07 Approach LOS D D D C d_I, Intersection Delay [s/veh]39.05 Intersection LOS D Intersection V/C 0.510 Emissions Vehicle Miles Traveled [mph]2.54 40.57 20.99 86.28 106.40 83.96 36.01 13.40 13.24 20.19 196.53 142.35 Stops [stops/h]38.00 435.77 234.98 422.22 344.61 240.19 299.51 65.34 64.60 42.50 274.91 146.93 Fuel consumption [US gal/h]0.81 9.03 4.87 11.31 9.57 6.64 7.02 1.48 1.46 1.62 12.39 7.80 CO [g/h]56.55 630.96 340.58 790.85 668.61 463.87 490.67 103.42 102.21 113.30 866.19 544.92 NOx [g/h]11.00 122.76 66.26 153.87 130.09 90.25 95.47 20.12 19.89 22.04 168.53 106.02 VOC [g/h]13.11 146.23 78.93 183.29 154.96 107.51 113.72 23.97 23.69 26.26 200.75 126.29 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]56.31 56.31 56.31 56.31 I_p,int, Pedestrian LOS Score for Intersectio 2.827 3.484 2.731 2.962 Crosswalk LOS C C B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]492 738 846 646 d_b, Bicycle Delay [s]36.94 25.86 21.63 29.78 I_b,int, Bicycle LOS Score for Intersection 2.023 2.424 2.020 2.239 Bicycle LOS B B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 7: 7 Opening Year No Project AM 16 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.286Volume to Capacity (v/c): DLevel Of Service: 51.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Live Oak Ave/Slover Ave Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00150.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 7: 7 Opening Year No Project AM 17 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2476941126312421513491734Total Analysis Volume [veh/h] 619210315865131249Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor 2271838115892220512461632Total Hourly Volume [veh/h] 8004007001600Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3071838155892227512621632Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Opening Year No Project AM 18 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0105010501000100Minimum Green [s] --Lead--Lead------Lead / Lag 01169011690115001150Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 07007002000100Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.00.00.01.00.0All red [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s] 019850198502500250Maximum Green [s] Auxiliary Signal Groups 047083020060Signal Group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 7: 7 Opening Year No Project AM 19 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 585.47590.58190.02469.75472.0097.0160.41160.9295th-Percentile Queue Length [ft/ln] 23.4223.627.6018.7918.883.882.426.4495th-Percentile Queue Length [veh/ln] 417.85422.11105.56322.50324.3353.8933.5689.4050th-Percentile Queue Length [ft/ln] 16.7116.884.2212.9012.972.161.343.5850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesCritical Lane Group DDFDDFDDLane Group LOS 44.8644.84291.3442.2842.27177.5435.6037.15d, Delay for Lane Group [s/veh] 0.450.451.090.360.360.640.050.13X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.671.65173.841.161.1660.940.140.37d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.50k, delay calibration 43.2043.19117.5041.1241.11116.6035.4736.78d1, Uniform Delay [s] 8778873888188738741753c, Capacity [veh/h] 18801900181018881900181015581585s, saturation flow rate [veh/h] 0.210.210.020.170.170.010.030.06(v / s)_i Volume / Saturation Flow Rate 0.470.470.020.470.470.020.460.46g / C, Green / Cycle 11211251121125111111g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 240240240240240240240240C, Calculated Cycle Length [s] CCLCCLCCLane Group Lane Group Calculations Scenario 7: 7 Opening Year No Project AM 20 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]37.15 37.15 37.15 35.60 35.60 35.60 177.54 42.27 42.28 291.34 44.85 44.86 Movement LOS D D D D D D F D D F D D d_A, Approach Delay [s/veh]37.15 35.60 47.14 56.97 Approach LOS D D D E d_I, Intersection Delay [s/veh]51.25 Intersection LOS D Intersection V/C 0.286 Emissions Vehicle Miles Traveled [mph]89.61 0.92 11.82 158.83 157.89 10.86 105.61 104.51 Stops [stops/h]53.64 20.14 32.34 194.60 193.50 63.34 253.27 250.71 Fuel consumption [US gal/h]4.74 0.43 1.53 10.39 10.33 3.23 9.38 9.29 CO [g/h]331.42 30.17 107.10 726.02 721.81 225.59 655.90 649.22 NOx [g/h]64.48 5.87 20.84 141.26 140.44 43.89 127.61 126.31 VOC [g/h]76.81 6.99 24.82 168.26 167.29 52.28 152.01 150.46 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 0.00 I_p,int, Pedestrian LOS Score for Intersectio 1.871 1.829 2.693 0.000 Crosswalk LOS A A B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]342 342 350 350 d_b, Bicycle Delay [s]82.50 82.50 81.68 81.68 I_b,int, Bicycle LOS Score for Intersection 1.751 1.636 2.113 2.254 Bicycle LOS A A B B ----------------Ring 4 ----------------Ring 3 ------------876-Ring 2 ------------432-Ring 1 Sequence Scenario 7: 7 Opening Year No Project AM 21 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.495Volume to Capacity (v/c): DLevel Of Service: 44.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 7: Jurupa Ave/Live Oak Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00400.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00165.00100.00100.00150.00220.00100.00220.00100.00100.00100.00Entry Pocket Length [ft] 001001101001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 7: 7 Opening Year No Project AM 22 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3278830315473283540273036834Total Analysis Volume [veh/h] 81977641187910776178Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.9830Peak Hour Factor 3177529815465283439272986733Total Hourly Volume [veh/h] 110050012009900Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4277529820465284639273976733Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Opening Year No Project AM 23 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 0232403132036120339Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140010002700240Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 019200144145055200405Maximum Green [s] Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 7: 7 Opening Year No Project AM 24 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 316.72286.35349.80154.62143.3323.2227.4031.0133.08365.6449.6695th-Percentile Queue Length [ft/ln] 12.6711.4513.996.185.730.931.101.241.3214.631.9995th-Percentile Queue Length [veh/ln] 200.59177.19226.4185.9079.6312.9015.2217.2318.38238.9027.5950th-Percentile Queue Length [ft/ln] 8.027.099.063.443.190.520.610.690.749.561.1050th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoCritical Lane Group DDECCCCCDDELane Group LOS 54.7647.4558.5231.0130.1426.5423.8923.8345.7943.7657.49d, Delay for Lane Group [s/veh] 0.790.790.840.330.330.060.070.070.190.770.38X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 16.188.8720.081.750.900.210.250.212.8311.3011.51d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 38.5838.5838.4429.2629.2426.3323.6323.6242.9632.4645.99d1, Uniform Delay [s] 35468736250597750751760814548290c, Capacity [veh/h] 18623618181018703618181016151900181016611810s, saturation flow rate [veh/h] 0.150.150.170.090.090.020.020.020.010.220.02(v / s)_i Volume / Saturation Flow Rate 0.190.190.200.270.270.280.320.320.080.290.05g / C, Green / Cycle 19192027272832328295g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 100100100100100100100100100100100C, Calculated Cycle Length [s] CCLCCLRCLCLLane Group Lane Group Calculations Scenario 7: 7 Opening Year No Project AM 25 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]57.49 43.76 43.76 45.79 23.83 23.89 26.54 30.42 31.01 58.52 49.74 54.76 Movement LOS E D D D C C C C C E D D d_A, Approach Delay [s/veh]44.91 29.66 30.22 52.25 Approach LOS D C C D d_I, Intersection Delay [s/veh]44.49 Intersection LOS D Intersection V/C 0.495 Emissions Vehicle Miles Traveled [mph]3.63 39.62 1.97 2.92 2.55 6.43 73.75 38.38 81.73 145.96 75.22 Stops [stops/h]39.73 344.01 26.47 24.81 21.92 18.58 229.33 123.69 326.03 510.32 288.85 Fuel consumption [US gal/h]0.77 6.84 0.48 0.45 0.40 0.52 6.27 3.32 8.77 14.05 7.80 CO [g/h]53.60 477.78 33.48 31.54 27.71 36.25 438.37 231.88 613.26 982.25 545.18 NOx [g/h]10.43 92.96 6.51 6.14 5.39 7.05 85.29 45.12 119.32 191.11 106.07 VOC [g/h]12.42 110.73 7.76 7.31 6.42 8.40 101.60 53.74 142.13 227.65 126.35 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]41.41 41.41 41.41 41.41 I_p,int, Pedestrian LOS Score for Intersectio 2.369 2.216 2.801 2.900 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]580 640 540 380 d_b, Bicycle Delay [s]25.21 23.12 26.65 32.81 I_b,int, Bicycle LOS Score for Intersection 2.391 1.748 1.846 2.183 Bicycle LOS B A A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 7: 7 Opening Year No Project AM 26 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.386Volume to Capacity (v/c): ELevel Of Service: 38.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Hemlock Ave/Slover Ave Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00190.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 569246755391493430065Total Analysis Volume [veh/h] 1173121913542117016Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.9740Peak Hour Factor 567445735251493429063Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 567445735251493429063Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Opening Year No Project AM 27 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with EIntersection LOS 2.69d_I, Intersection Delay [s/veh] AACDApproach LOS 0.550.2020.0932.98d_A, Approach Delay [s/veh] 0.000.003.710.000.001.175.005.005.0050.0750.0750.0795th-Percentile Queue Length [ft/ln] 0.000.000.150.000.000.050.200.200.202.002.002.0095th-Percentile Queue Length [veh/ln] AAAAAABDDCEEMovement LOS 0.000.008.870.000.009.0211.4634.1329.0021.8943.5538.10d_M, Delay for Movement [s/veh] 0.000.010.050.000.010.020.010.020.030.040.000.39V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 7: 7 Opening Year No Project AM 28 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.320Volume to Capacity (v/c): CLevel Of Service: 17.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Jurupa Ave/Hemlock Ave Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 4010360129270135005400Total Analysis Volume [veh/h] 1025903232034001300Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94800.94801.00000.94800.94801.00000.94801.00001.00000.94801.00001.0000Peak Hour Factor 389820118790128005100Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.002.000.000.002.000.002.002.000.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 389820118790128005100Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Opening Year No Project AM 29 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with CIntersection LOS 1.41d_I, Intersection Delay [s/veh] AACBApproach LOS 0.000.0017.5113.72d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0034.040.000.009.740.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.001.360.000.000.390.000.0095th-Percentile Queue Length [veh/ln] AAAACBMovement LOS 0.000.000.000.000.000.0017.510.000.0013.720.000.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.000.320.000.000.120.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 7: 7 Opening Year No Project AM 30 EPD Solutions, Inc. Scenario 7: 7 Opening Year No Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Intersection Analysis Summary 11/11/2025Report File: C:\...\OY PM.pdf Scenario 8 Opening Year No Project PMVistro File: C:\...\24-017 14970 Jurupa Ave Fontana November-2025 - Updated.vistro 14970 Jurupa Ave Fontana V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. D25.10.276NB RightHCM 7th EditionTwo-way stopJurupa Ave/Hemlock Ave11 F250.60.891NB LeftHCM 7th EditionTwo-way stopHemlock Ave/Slover Ave8 D41.60.667NB RightHCM 7th EditionSignalizedJurupa Ave/Live Oak Ave7 D52.40.379WB LeftHCM 7th EditionSignalizedLive Oak Ave/Slover Ave4 D41.00.555EB LeftHCM 7th EditionSignalizedCherry Ave/Slover Ave3 C20.20.550SB LeftHCM 7th EditionSignalizedCherry Ave/I-10 Ramps EB2 B13.70.471SB RightHCM 7th EditionSignalizedCherry Ave/I-10 Ramps WB1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 8: 8 Opening Year No Project PM 1 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.471Volume to Capacity (v/c): BLevel Of Service: 13.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Cherry Ave/I-10 Ramps WB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 410.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 8: 8 Opening Year No Project PM 2 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 33804670003471354032711380Total Analysis Volume [veh/h] 850117000873380822850Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97501.00000.97501.00001.00001.00000.97500.97501.00000.97500.97501.0000Peak Hour Factor 33004550003381320031911100Total Hourly Volume [veh/h] 110000001130010700Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.002.000.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 44004550004511320042611100Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Opening Year No Project PM 3 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.03.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 00500001000100Minimum Green [s] --Lead---------Lead / Lag 003000003000300Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.02.00.00.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00100000300100Pedestrian Clearance [s] 005000050050Walk [s] 0.00.01.00.00.00.00.01.00.00.01.00.0All red [s] 0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s] 0018800004400440Maximum Green [s] Auxiliary Signal Groups 007000020060Signal Group SplitPermissSplitPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 8: 8 Opening Year No Project PM 4 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 147.0084.46152.36191.20140.59151.2495th-Percentile Queue Length [ft/ln] 5.883.386.097.655.626.0595th-Percentile Queue Length [veh/ln] 81.6746.9284.64106.5578.1184.0250th-Percentile Queue Length [ft/ln] 3.271.883.394.263.123.3650th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoCritical Lane Group BBBBBBLane Group LOS 14.5611.6314.7714.2614.3113.17d, Delay for Lane Group [s/veh] 0.480.310.500.600.470.51X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.380.522.501.212.240.82d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.50k, delay calibration 12.1811.1112.2713.0512.0812.35d1, Uniform Delay [s] 700152370022437002243c, Capacity [veh/h] 161535141615517616155176s, saturation flow rate [veh/h] 0.210.130.210.260.200.22(v / s)_i Volume / Saturation Flow Rate 0.430.430.430.430.430.43g / C, Green / Cycle 262626262626g_i, Effective Green Time [s] 2.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 606060606060C, Calculated Cycle Length [s] RLRCRCLane Group Lane Group Calculations Scenario 8: 8 Opening Year No Project PM 5 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 13.17 14.31 0.00 14.26 14.77 0.00 0.00 0.00 11.63 0.00 14.56 Movement LOS B B B B B B d_A, Approach Delay [s/veh]13.43 14.37 0.00 12.86 Approach LOS B B A B d_I, Intersection Delay [s/veh]13.71 Intersection LOS B Intersection V/C 0.471 Emissions Vehicle Miles Traveled [mph]142.53 40.96 74.90 19.20 44.21 32.00 Stops [stops/h]604.97 187.46 767.18 203.14 225.24 196.00 Fuel consumption [US gal/h]12.26 3.67 11.25 2.96 4.17 3.40 CO [g/h]857.03 256.84 786.51 206.61 291.49 237.79 NOx [g/h]166.75 49.97 153.03 40.20 56.71 46.27 VOC [g/h]198.63 59.52 182.28 47.88 67.56 55.11 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 21.68 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 1.853 0.000 Crosswalk LOS F F A F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]867 867 0 867 d_b, Bicycle Delay [s]9.63 9.63 30.00 9.63 I_b,int, Bicycle LOS Score for Intersection 2.424 2.557 4.132 1.560 Bicycle LOS B B D A ----------------Ring 4 ----------------Ring 3 -------------76-Ring 2 --------------2-Ring 1 Sequence Scenario 8: 8 Opening Year No Project PM 6 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.550Volume to Capacity (v/c): CLevel Of Service: 20.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Cherry Ave/I-10 Ramps EB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00300.00100.00100.00100.00100.00270.00100.00100.00100.00Entry Pocket Length [ft] 000100002000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 8: 8 Opening Year No Project PM 7 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000384414540129253935410880Total Analysis Volume [veh/h] 00096101140323135892720Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98000.98000.98001.00000.98000.98000.98000.98001.0000Peak Hour Factor 000376404450126652834710660Total Hourly Volume [veh/h] 0001260000011600Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000502404450126652846310660Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Opening Year No Project PM 8 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag 0000230047170300Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00001000700100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 00006400168501590Maximum Green [s] Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 8: 8 Opening Year No Project PM 9 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 210.36209.41209.15124.34222.04214.54199.6195th-Percentile Queue Length [ft/ln] 8.418.388.374.978.888.587.9895th-Percentile Queue Length [veh/ln] 120.39119.70119.5169.08128.93123.44112.6050th-Percentile Queue Length [ft/ln] 4.824.794.782.765.164.944.5050th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group CCCADCBLane Group LOS 29.9328.3227.747.3338.8321.9318.72d, Delay for Lane Group [s/veh] 0.650.620.610.410.830.590.57X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.365.985.500.3911.424.221.21d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 22.5822.3422.256.9427.4117.7117.51d1, Uniform Delay [s] 43847549131796536001922c, Capacity [veh/h] 1615175118105176351416155176s, saturation flow rate [veh/h] 0.180.170.160.250.150.220.21(v / s)_i Volume / Saturation Flow Rate 0.270.270.270.610.190.370.37g / C, Green / Cycle 19191943132626g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 70707070707070C, Calculated Cycle Length [s] RCLCLRCLane Group Lane Group Calculations Scenario 8: 8 Opening Year No Project PM 10 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 18.72 21.93 38.83 7.33 0.00 27.95 28.32 29.54 0.00 0.00 0.00 Movement LOS B C D A C C C d_A, Approach Delay [s/veh]19.51 16.60 28.65 0.00 Approach LOS B B C A d_I, Intersection Delay [s/veh]20.16 Intersection LOS C Intersection V/C 0.550 Emissions Vehicle Miles Traveled [mph]210.48 68.48 67.51 161.82 26.29 25.98 25.20 Stops [stops/h]694.90 253.93 530.45 426.31 245.85 246.23 247.65 Fuel consumption [US gal/h]16.65 5.80 9.97 10.94 4.12 4.13 4.15 CO [g/h]1163.82 405.59 696.83 764.96 288.34 288.58 289.89 NOx [g/h]226.44 78.91 135.58 148.83 56.10 56.15 56.40 VOC [g/h]269.73 94.00 161.50 177.29 66.82 66.88 67.18 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 26.58 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.435 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]743 1229 543 0 d_b, Bicycle Delay [s]13.83 5.21 18.58 35.00 I_b,int, Bicycle LOS Score for Intersection 2.417 2.567 3.218 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 --------------2-Ring 1 Sequence Scenario 8: 8 Opening Year No Project PM 11 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.555Volume to Capacity (v/c): DLevel Of Service: 41.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Cherry Ave/Slover Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 190.00100.00194.00100.00100.00270.00100.00100.00325.00100.00100.00225.00Entry Pocket Length [ft] 102001002001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 8: 8 Opening Year No Project PM 12 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 30925045326344513149564243975518Total Analysis Volume [veh/h] 776211815911378239106101894Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor 29824143316124353039234093872917Total Hourly Volume [veh/h] 100001100101001300Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 39824143426124354049234095172917Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Opening Year No Project PM 13 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.03.00.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 101050105101050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 48489062235050230369Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 2.02.02.00.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 373700270232300270Pedestrian Clearance [s] 550050550050Walk [s] 1.01.01.00.01.01.01.01.01.00.01.01.0All red [s] 3.03.03.00.03.03.03.03.03.00.03.03.0Amber [s] 44445058194646190325Maximum Green [s] 4,52,3Auxiliary Signal Groups 447083225061Signal Group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 130Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 8: 8 Opening Year No Project PM 14 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 246.38129.8138.15289.77293.49334.33242.68321.57307.62328.45309.9133.7095th-Percentile Queue Length [ft/ln] 9.865.191.5311.5911.7413.379.7112.8612.3013.1412.401.3595th-Percentile Queue Length [veh/ln] 146.9772.1121.19179.81182.67214.30144.21204.35193.54209.71195.3118.7250th-Percentile Queue Length [ft/ln] 5.882.880.857.197.318.575.778.177.748.397.810.7550th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group CCECCEBCEDDELane Group LOS 20.1530.9367.3825.6325.6073.1718.9734.3667.9648.7846.0569.49d, Delay for Lane Group [s/veh] 0.370.200.330.400.400.880.370.520.830.590.590.26X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.270.386.511.411.3918.801.211.0714.065.552.858.79d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 18.8830.5660.8824.2224.2254.3717.7733.2953.8943.2343.2060.70d1, Uniform Delay [s] 8321224135833848514857183151445689070c, Capacity [veh/h] 161536183514186819003514161551763514185336181810s, saturation flow rate [veh/h] 0.190.070.010.180.180.130.190.180.120.150.140.01(v / s)_i Volume / Saturation Flow Rate 0.520.340.040.450.450.150.530.350.150.250.250.04g / C, Green / Cycle 6744558581969461932325g_i, Effective Green Time [s] 0.002.002.002.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 130130130130130130130130130130130130C, Calculated Cycle Length [s] RCLCCLRCLCCLLane Group Lane Group Calculations Scenario 8: 8 Opening Year No Project PM 15 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]69.49 46.88 48.78 67.96 34.36 18.97 73.17 25.62 25.63 67.38 30.93 20.15 Movement LOS E D D E C B E C C E C C d_A, Approach Delay [s/veh]47.48 39.91 44.82 28.13 Approach LOS D D D C d_I, Intersection Delay [s/veh]40.98 Intersection LOS D Intersection V/C 0.555 Emissions Vehicle Miles Traveled [mph]1.38 40.33 20.76 82.03 184.95 60.75 50.91 37.90 37.28 22.16 123.14 152.20 Stops [stops/h]20.74 432.69 232.29 428.76 679.07 159.74 474.75 202.34 199.18 46.95 159.76 162.80 Fuel consumption [US gal/h]0.43 8.96 4.82 11.61 18.05 4.60 11.43 4.43 4.36 1.79 7.53 8.43 CO [g/h]29.78 626.49 336.64 811.42 1261.59 321.24 799.19 309.49 304.59 125.04 526.03 589.39 NOx [g/h]5.79 121.89 65.50 157.87 245.46 62.50 155.49 60.22 59.26 24.33 102.35 114.67 VOC [g/h]6.90 145.19 78.02 188.06 292.39 74.45 185.22 71.73 70.59 28.98 121.91 136.60 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]56.31 56.31 56.31 56.31 I_p,int, Pedestrian LOS Score for Intersectio 2.892 3.462 2.782 3.008 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]492 708 892 677 d_b, Bicycle Delay [s]36.94 27.14 19.94 28.45 I_b,int, Bicycle LOS Score for Intersection 2.013 2.547 2.490 2.140 Bicycle LOS B B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 8: 8 Opening Year No Project PM 16 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.379Volume to Capacity (v/c): DLevel Of Service: 52.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Live Oak Ave/Slover Ave Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00150.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 8: 8 Opening Year No Project PM 17 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 166214231102910111326811029Total Analysis Volume [veh/h] 415511825723372027Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 155864029971910122576927Total Hourly Volume [veh/h] 50010004002500Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2058640399719141225101927Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Opening Year No Project PM 18 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0105010501000100Minimum Green [s] --Lead--Lead------Lead / Lag 01169011690115001150Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 07007002000100Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.00.00.01.00.0All red [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s] 019850198502500250Maximum Green [s] Auxiliary Signal Groups 047083020060Signal Group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 8: 8 Opening Year No Project PM 19 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 464.98468.01194.10820.70827.8335.9778.50194.4095th-Percentile Queue Length [ft/ln] 18.6018.727.7632.8333.111.443.147.7895th-Percentile Queue Length [veh/ln] 318.61321.07107.83617.01623.1319.9843.61108.8550th-Percentile Queue Length [ft/ln] 12.7412.844.3124.6824.930.801.744.3550th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesCritical Lane Group DDFDDFDDLane Group LOS 42.2042.18300.0150.4750.44132.1135.9837.77d, Delay for Lane Group [s/veh] 0.360.361.110.600.600.270.070.16X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.151.14182.513.043.0016.420.190.45d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.50k, delay calibration 41.0541.04117.5047.4347.43115.6935.7937.32d1, Uniform Delay [s] 8798873887888738706753c, Capacity [veh/h] 18831900181018801900181014771587s, saturation flow rate [veh/h] 0.170.170.020.280.280.010.030.08(v / s)_i Volume / Saturation Flow Rate 0.470.470.020.470.470.020.460.46g / C, Green / Cycle 11211251121125111111g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 240240240240240240240240C, Calculated Cycle Length [s] CCLCCLCCLane Group Lane Group Calculations Scenario 8: 8 Opening Year No Project PM 20 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]37.77 37.77 37.77 35.98 35.98 35.98 132.11 50.45 50.47 300.01 42.19 42.20 Movement LOS D D D D D D F D D F D D d_A, Approach Delay [s/veh]37.77 35.98 51.22 58.14 Approach LOS D D D E d_I, Intersection Delay [s/veh]52.43 Intersection LOS D Intersection V/C 0.379 Emissions Vehicle Miles Traveled [mph]107.53 1.18 4.93 262.39 259.72 11.16 84.98 84.30 Stops [stops/h]65.31 26.17 11.99 373.88 370.21 64.70 192.64 191.17 Fuel consumption [US gal/h]5.71 0.56 0.54 18.33 18.15 3.38 7.31 7.25 CO [g/h]399.12 39.09 37.59 1281.55 1268.82 236.30 510.78 506.80 NOx [g/h]77.65 7.61 7.31 249.34 246.87 45.98 99.38 98.60 VOC [g/h]92.50 9.06 8.71 297.01 294.06 54.76 118.38 117.45 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 0.00 I_p,int, Pedestrian LOS Score for Intersectio 1.914 1.813 2.742 0.000 Crosswalk LOS A A B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]258 258 267 267 d_b, Bicycle Delay [s]91.00 91.00 90.13 90.13 I_b,int, Bicycle LOS Score for Intersection 1.799 1.649 2.451 2.124 Bicycle LOS A A B B ----------------Ring 4 ----------------Ring 3 ------------876-Ring 2 ------------432-Ring 1 Sequence Scenario 8: 8 Opening Year No Project PM 21 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.667Volume to Capacity (v/c): DLevel Of Service: 41.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 7: Jurupa Ave/Live Oak Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00400.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00165.00100.00100.00150.00220.00100.00220.00100.00100.00100.00Entry Pocket Length [ft] 001001101001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 8: 8 Opening Year No Project PM 22 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2668429110134157234648330579Total Analysis Volume [veh/h] 7171733335146111282142Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95800.95800.95800.95800.95800.95800.95800.95800.95800.95800.95800.9580Peak Hour Factor 2565527910128555224446316559Total Hourly Volume [veh/h] 90040070010500Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3465527914128555294446421559Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Opening Year No Project PM 23 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 0512703713037120349Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140010002700240Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 04723033903380305Maximum Green [s] Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 110Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 8: 8 Opening Year No Project PM 24 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 191.73181.75343.16482.67439.0580.3820.5541.2369.05445.9713.4495th-Percentile Queue Length [ft/ln] 7.677.2713.7319.3117.563.220.821.652.7617.840.5495th-Percentile Queue Length [veh/ln] 106.94100.97221.21333.03297.5944.6611.4222.9038.36303.197.4750th-Percentile Queue Length [ft/ln] 4.284.048.8513.3211.901.790.460.921.5312.130.3050th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoCritical Lane Group CCDDDECCEEDLane Group LOS 21.7121.2354.9748.0342.5555.2927.5227.9056.2356.8053.04d, Delay for Lane Group [s/veh] 0.300.300.770.820.820.390.050.080.360.860.11X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.980.5113.9712.336.857.410.190.287.6518.812.67d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 20.7320.7241.0035.7035.7047.8827.3427.6248.5837.9950.36d1, Uniform Delay [s] 7971546378568108514848557013245082c, Capacity [veh/h] 18653618181018933618181016151900181016511810s, saturation flow rate [veh/h] 0.130.130.160.250.250.030.010.020.030.230.00(v / s)_i Volume / Saturation Flow Rate 0.430.430.210.300.300.080.300.300.070.270.05g / C, Green / Cycle 4747233333933338305g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110C, Calculated Cycle Length [s] CCLCCLRCLCLLane Group Lane Group Calculations Scenario 8: 8 Opening Year No Project PM 25 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]53.04 56.80 56.80 56.23 27.90 27.52 55.29 44.41 48.03 54.97 21.38 21.71 Movement LOS D E E E C C E D D D C C d_A, Approach Delay [s/veh]56.72 39.45 44.87 31.15 Approach LOS E D D C d_I, Intersection Delay [s/veh]41.56 Intersection LOS D Intersection V/C 0.667 Emissions Vehicle Miles Traveled [mph]0.96 41.33 3.50 3.36 1.68 13.10 203.79 106.63 78.19 125.80 64.96 Stops [stops/h]9.78 396.90 50.22 29.98 14.95 58.46 779.15 435.96 289.58 264.36 139.99 Fuel consumption [US gal/h]0.19 8.37 0.97 0.56 0.28 1.50 20.37 11.33 8.07 8.66 4.52 CO [g/h]13.33 584.87 67.86 39.49 19.61 105.09 1424.10 792.22 564.32 605.48 315.66 NOx [g/h]2.59 113.79 13.20 7.68 3.81 20.45 277.08 154.14 109.80 117.80 61.42 VOC [g/h]3.09 135.55 15.73 9.15 4.54 24.35 330.05 183.60 130.79 140.33 73.16 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]46.37 46.37 46.37 46.37 I_p,int, Pedestrian LOS Score for Intersectio 2.378 2.219 2.908 3.013 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]545 600 600 855 d_b, Bicycle Delay [s]29.09 26.95 26.95 18.04 I_b,int, Bicycle LOS Score for Intersection 2.386 1.764 2.336 2.115 Bicycle LOS B A B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 8: 8 Opening Year No Project PM 26 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.891Volume to Capacity (v/c): FLevel Of Service: 250.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Hemlock Ave/Slover Ave Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00190.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 55993063129126519754236Total Analysis Volume [veh/h] 1150716323613221419Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.9370Peak Hour Factor 55612859121024488751234Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 55612859121024488751234Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Opening Year No Project PM 27 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with FIntersection LOS 9.86d_I, Intersection Delay [s/veh] AADFApproach LOS 0.590.1731.84203.08d_A, Approach Delay [s/veh] 0.000.004.630.000.002.0334.8934.8934.89155.78155.78155.7895th-Percentile Queue Length [ft/ln] 0.000.000.190.000.000.081.401.401.406.236.236.2395th-Percentile Queue Length [veh/ln] AABAAACFFFFFMovement LOS 0.000.0012.430.000.008.7618.9785.2456.96170.43229.92250.56d_M, Delay for Movement [s/veh] 0.000.010.060.000.010.030.070.180.080.130.040.89V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 8: 8 Opening Year No Project PM 28 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.276Volume to Capacity (v/c): DLevel Of Service: 25.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Jurupa Ave/Hemlock Ave Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 2085601417770132006800Total Analysis Volume [veh/h] 521403444033001700Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96001.00000.96000.96001.00000.96001.00001.00000.96001.00001.0000Peak Hour Factor 1982201317060127006500Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.002.000.000.002.000.002.002.000.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1982201317060127006500Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Opening Year No Project PM 29 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with DIntersection LOS 1.29d_I, Intersection Delay [s/veh] AACDApproach LOS 0.000.0015.0725.07d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0027.100.000.0027.230.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.001.080.000.001.090.000.0095th-Percentile Queue Length [veh/ln] AAAACDMovement LOS 0.000.000.000.000.000.0015.070.000.0025.070.000.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.020.000.270.000.000.280.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 8: 8 Opening Year No Project PM 30 EPD Solutions, Inc. Scenario 8: 8 Opening Year No Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Intersection Analysis Summary 11/13/2025Report File: C:\...\OY PP AM.pdf Scenario 5 Opening Year With Project AMVistro File: C:\...\24-017 14970 Jurupa Ave Fontana November-2025 - Updated.vistro 14970 Jurupa Ave Fontana V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C17.70.325SB RightHCM 7th EditionTwo-way stopJurupa Ave/Hemlock Ave11 A8.60.003EB LeftHCM 7th EditionTwo-way stopProject Dwy 4/Hemlock Ave10 A8.60.005EB LeftHCM 7th EditionTwo-way stopProject Dwy 3/Hemlock Ave9 E41.50.439NB LeftHCM 7th EditionTwo-way stopHemlock Ave/Slover Ave8 D44.50.495WB LeftHCM 7th EditionSignalizedJurupa Ave/Live Oak Ave7 A8.70.001WB LeftHCM 7th EditionTwo-way stopProject Dwy 2/Live Oak Ave6 A7.20.007SB LeftHCM 7th EditionTwo-way stopProject Dwy 1/Live Oak Ave5 D51.40.286WB LeftHCM 7th EditionSignalizedLive Oak Ave/Slover Ave4 D39.70.522NB LeftHCM 7th EditionSignalizedCherry Ave/Slover Ave3 C20.40.543SB LeftHCM 7th EditionSignalizedCherry Ave/I-10 Ramps EB2 B13.00.511WB RightHCM 7th EditionSignalizedCherry Ave/I-10 Ramps WB1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 5: 5 Opening Year With Project AM 1 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.511Volume to Capacity (v/c): BLevel Of Service: 13.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Cherry Ave/I-10 Ramps WB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 410.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 5: 5 Opening Year With Project AM 2 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 3730446000450100504529290Total Analysis Volume [veh/h] 93011100011325101132320Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96001.00000.96001.00001.00001.00000.96000.96001.00000.96000.96001.0000Peak Hour Factor 358042800043296504348920Total Hourly Volume [veh/h] 119000001440014500Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0015000000200Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.002.000.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 477041300057696505778920Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 3 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.03.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 00500001000100Minimum Green [s] --Lead---------Lead / Lag 002800003200320Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.02.00.00.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00100000300100Pedestrian Clearance [s] 005000050050Walk [s] 0.00.01.00.00.00.00.01.00.00.01.00.0All red [s] 0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s] 0018800004400440Maximum Green [s] Auxiliary Signal Groups 007000020060Signal Group SplitPermissSplitPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 Opening Year With Project AM 4 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 185.4687.01198.53117.67199.61106.6695th-Percentile Queue Length [ft/ln] 7.423.487.944.717.984.2795th-Percentile Queue Length [veh/ln] 103.0348.34111.8265.37112.6059.2650th-Percentile Queue Length [ft/ln] 4.121.934.472.614.502.3750th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group BBBBBBLane Group LOS 17.7812.9615.3011.1215.3610.87d, Delay for Lane Group [s/veh] 0.580.320.600.420.600.38X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.730.593.470.533.510.47d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.50k, delay calibration 14.0412.3711.8310.5911.8510.40d1, Uniform Delay [s] 646140675424157542415c, Capacity [veh/h] 161535141615517616155176s, saturation flow rate [veh/h] 0.230.130.280.190.280.18(v / s)_i Volume / Saturation Flow Rate 0.400.400.470.470.470.47g / C, Green / Cycle 242428282828g_i, Effective Green Time [s] 2.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 606060606060C, Calculated Cycle Length [s] RLRCRCLane Group Lane Group Calculations Scenario 5: 5 Opening Year With Project AM 5 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 10.87 15.36 0.00 11.12 15.30 0.00 0.00 0.00 12.96 0.00 17.78 Movement LOS B B B B B B d_A, Approach Delay [s/veh]12.34 12.41 0.00 15.16 Approach LOS B B A B d_I, Intersection Delay [s/veh]13.00 Intersection LOS B Intersection V/C 0.511 Emissions Vehicle Miles Traveled [mph]116.36 56.61 55.60 24.89 42.22 35.31 Stops [stops/h]426.64 270.23 470.67 268.37 232.02 247.28 Fuel consumption [US gal/h]9.20 5.24 7.16 3.91 4.20 4.17 CO [g/h]643.19 366.03 500.73 273.24 293.36 291.44 NOx [g/h]125.14 71.22 97.42 53.16 57.08 56.70 VOC [g/h]149.06 84.83 116.05 63.33 67.99 67.54 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 21.68 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 1.983 0.000 Crosswalk LOS F F A F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]933 933 0 800 d_b, Bicycle Delay [s]8.53 8.53 30.00 10.80 I_b,int, Bicycle LOS Score for Intersection 2.399 2.439 4.132 1.560 Bicycle LOS B B D A ----------------Ring 4 ----------------Ring 3 -------------76-Ring 2 --------------2-Ring 1 Sequence Scenario 5: 5 Opening Year With Project AM 6 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.543Volume to Capacity (v/c): CLevel Of Service: 20.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Cherry Ave/I-10 Ramps EB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00300.00100.00100.00100.00100.00270.00100.00100.00100.00Entry Pocket Length [ft] 000100002000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 5: 5 Opening Year With Project AM 7 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00049654270104045633411590Total Analysis Volume [veh/h] 00012411070260114832900Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.92900.92900.92901.00000.92900.92900.92900.92901.0000Peak Hour Factor 0004615397096642431010770Total Hourly Volume [veh/h] 0001540000010400Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00020000150220Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0005955397095142441210750Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 8 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag 0000250045160290Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00001000700100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 00006400168501590Maximum Green [s] Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 Opening Year With Project AM 9 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 212.61210.37207.24104.87188.42207.14218.8895th-Percentile Queue Length [ft/ln] 8.508.418.294.197.548.298.7695th-Percentile Queue Length [veh/ln] 122.03120.40118.1258.26104.68118.05126.6150th-Percentile Queue Length [ft/ln] 4.884.824.722.334.194.725.0650th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoYesCritical Lane Group CCCADCCLane Group LOS 27.3126.4125.157.8336.2422.4420.26d, Delay for Lane Group [s/veh] 0.630.610.580.340.760.580.63X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.155.414.410.318.634.201.62d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 21.1621.0020.747.5227.6118.2418.64d1, Uniform Delay [s] 48550654330316025771848c, Capacity [veh/h] 1615168618105176351416155176s, saturation flow rate [veh/h] 0.190.180.170.200.130.210.22(v / s)_i Volume / Saturation Flow Rate 0.300.300.300.590.170.360.36g / C, Green / Cycle 21212141122525g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 70707070707070C, Calculated Cycle Length [s] RCLCLRCLane Group Lane Group Calculations Scenario 5: 5 Opening Year With Project AM 10 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 20.26 22.44 36.24 7.83 0.00 25.49 26.41 26.97 0.00 0.00 0.00 Movement LOS C C D A C C C d_A, Approach Delay [s/veh]20.75 16.49 26.28 0.00 Approach LOS C B C A d_I, Intersection Delay [s/veh]20.43 Intersection LOS C Intersection V/C 0.543 Emissions Vehicle Miles Traveled [mph]224.22 64.62 57.11 130.26 27.58 27.22 26.99 Stops [stops/h]781.36 242.85 430.67 359.57 242.98 247.68 251.02 Fuel consumption [US gal/h]18.33 5.53 8.09 9.01 4.08 4.15 4.20 CO [g/h]1280.98 386.32 565.71 629.50 285.18 289.98 293.58 NOx [g/h]249.23 75.16 110.07 122.48 55.49 56.42 57.12 VOC [g/h]296.88 89.53 131.11 145.89 66.09 67.21 68.04 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 26.58 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.500 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]714 1171 600 0 d_b, Bicycle Delay [s]14.46 6.01 17.15 35.00 I_b,int, Bicycle LOS Score for Intersection 2.438 2.382 3.345 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 --------------2-Ring 1 Sequence Scenario 5: 5 Opening Year With Project AM 11 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.522Volume to Capacity (v/c): DLevel Of Service: 39.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Cherry Ave/Slover Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 190.00100.00194.00100.00100.00270.00100.00100.00325.00100.00100.00225.00Entry Pocket Length [ft] 102001002001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 5: 5 Opening Year With Project AM 12 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 29239941102263194345504822977133Total Analysis Volume [veh/h] 73100103568010813812071938Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor 28639140102213134255394722875632Total Hourly Volume [veh/h] 960030014200900Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 4000000035000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 37839140132213135675394373775632Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 13 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.03.00.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 101050105101050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 464690592252522603610Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 2.02.02.00.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 373700270232300270Pedestrian Clearance [s] 550050550050Walk [s] 1.01.01.00.01.01.01.01.01.00.01.01.0All red [s] 3.03.03.00.03.03.03.03.03.00.03.03.0Amber [s] 47471803453838140032134Maximum Green [s] 4,52,3Auxiliary Signal Groups 447083225061Signal Group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 130Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 Opening Year With Project AM 14 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 229.39215.4434.53104.97106.18230.54337.58186.66332.57331.57311.7161.7595th-Percentile Queue Length [ft/ln] 9.188.621.384.204.259.2213.507.4713.3013.2612.472.4795th-Percentile Queue Length [veh/ln] 134.35124.0919.1858.3258.99135.19216.84103.70212.92212.13196.7034.3050th-Percentile Queue Length [ft/ln] 5.374.960.772.332.365.418.674.158.528.497.871.3750th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group BCECCECCEDDELane Group LOS 19.1734.2766.5023.4823.4659.8120.9829.3263.4148.8446.1373.65d, Delay for Lane Group [s/veh] 0.350.340.300.150.150.660.500.290.810.590.590.40X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.120.805.700.390.396.752.040.3811.425.572.8913.42d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 18.0533.4860.8123.0823.0853.0618.9328.9451.9943.2743.2460.24d1, Uniform Delay [s] 8451169135792804487870191159545989084c, Capacity [veh/h] 161536183514187219003514161551763514186536181810s, saturation flow rate [veh/h] 0.180.110.010.060.060.090.270.110.140.150.150.02(v / s)_i Volume / Saturation Flow Rate 0.520.320.040.420.420.140.540.370.170.250.250.05g / C, Green / Cycle 6842555551870482232326g_i, Effective Green Time [s] 0.002.002.002.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 130130130130130130130130130130130130C, Calculated Cycle Length [s] RCLCCLRCLCCLLane Group Lane Group Calculations Scenario 5: 5 Opening Year With Project AM 15 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]73.65 46.98 48.84 63.41 29.32 20.98 59.81 23.47 23.48 66.50 34.27 19.17 Movement LOS E D D E C C E C C E C B d_A, Approach Delay [s/veh]48.11 38.06 44.36 30.05 Approach LOS D D D C d_I, Intersection Delay [s/veh]39.73 Intersection LOS D Intersection V/C 0.522 Emissions Vehicle Miles Traveled [mph]2.54 40.57 20.99 93.25 106.40 83.96 36.01 13.40 13.24 20.19 196.53 143.83 Stops [stops/h]38.00 435.77 234.98 471.70 344.61 240.19 299.51 65.34 64.60 42.50 274.91 148.82 Fuel consumption [US gal/h]0.81 9.03 4.87 12.66 9.57 6.64 7.02 1.48 1.46 1.62 12.39 7.88 CO [g/h]56.55 630.96 340.58 885.19 668.61 463.87 490.67 103.42 102.21 113.30 866.19 550.95 NOx [g/h]11.00 122.76 66.26 172.23 130.09 90.25 95.47 20.12 19.89 22.04 168.53 107.20 VOC [g/h]13.11 146.23 78.93 205.15 154.96 107.51 113.72 23.97 23.69 26.26 200.75 127.69 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]56.31 56.31 56.31 56.31 I_p,int, Pedestrian LOS Score for Intersectio 2.827 3.488 2.731 2.969 Crosswalk LOS C C B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]492 738 846 646 d_b, Bicycle Delay [s]36.94 25.86 21.63 29.78 I_b,int, Bicycle LOS Score for Intersection 2.023 2.444 2.020 2.243 Bicycle LOS B B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 5: 5 Opening Year With Project AM 16 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.286Volume to Capacity (v/c): DLevel Of Service: 51.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Live Oak Ave/Slover Ave Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00150.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 5: 5 Opening Year With Project AM 17 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2477741296462421513491730Total Analysis Volume [veh/h] 619410716165131247Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor 2272638276032220512461628Total Hourly Volume [veh/h] 8009007001600Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0802114000000-4Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3071838155892227512621632Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 18 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0105010501000100Minimum Green [s] --Lead--Lead------Lead / Lag 01169011690115001150Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 07007002000100Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.00.00.01.00.0All red [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s] 019850198502500250Maximum Green [s] Auxiliary Signal Groups 047083020060Signal Group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 Opening Year With Project AM 19 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 591.96597.10190.02492.67498.2797.0160.40154.1095th-Percentile Queue Length [ft/ln] 23.6823.887.6019.7119.933.882.426.1695th-Percentile Queue Length [veh/ln] 423.26427.55105.56341.21345.7953.8933.5685.6150th-Percentile Queue Length [ft/ln] 16.9317.104.2213.6513.832.161.343.4250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesCritical Lane Group DDFDDFDDLane Group LOS 45.0144.99291.3442.8642.82177.5435.6037.05d, Delay for Lane Group [s/veh] 0.450.451.090.380.380.640.050.13X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.701.68173.841.281.2660.940.130.35d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.50k, delay calibration 43.3143.31117.5041.5841.57116.6035.4736.70d1, Uniform Delay [s] 8778873887388738741756c, Capacity [veh/h] 18801900181018711900181015591592s, saturation flow rate [veh/h] 0.210.210.020.180.180.010.030.06(v / s)_i Volume / Saturation Flow Rate 0.470.470.020.470.470.020.460.46g / C, Green / Cycle 11211251121125111111g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 240240240240240240240240C, Calculated Cycle Length [s] CCLCCLCCLane Group Lane Group Calculations Scenario 5: 5 Opening Year With Project AM 20 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]37.05 37.05 37.05 35.60 35.60 35.60 177.54 42.84 42.86 291.34 45.00 45.01 Movement LOS D D D D D D F D D F D D d_A, Approach Delay [s/veh]37.05 35.60 47.47 56.99 Approach LOS D D D E d_I, Intersection Delay [s/veh]51.38 Intersection LOS D Intersection V/C 0.286 Emissions Vehicle Miles Traveled [mph]86.03 0.92 11.82 167.40 165.08 10.86 106.67 105.57 Stops [stops/h]51.37 20.13 32.34 207.48 204.72 63.34 256.53 253.96 Fuel consumption [US gal/h]4.55 0.43 1.53 11.00 10.85 3.23 9.49 9.40 CO [g/h]317.97 30.17 107.10 768.82 758.36 225.59 663.60 656.89 NOx [g/h]61.87 5.87 20.84 149.58 147.55 43.89 129.11 127.81 VOC [g/h]73.69 6.99 24.82 178.18 175.76 52.28 153.80 152.24 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 0.00 I_p,int, Pedestrian LOS Score for Intersectio 1.879 1.829 2.702 0.000 Crosswalk LOS A A B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]342 342 350 350 d_b, Bicycle Delay [s]82.50 82.50 81.68 81.68 I_b,int, Bicycle LOS Score for Intersection 1.744 1.636 2.144 2.261 Bicycle LOS A A B B ----------------Ring 4 ----------------Ring 3 ------------876-Ring 2 ------------432-Ring 1 Sequence Scenario 5: 5 Opening Year With Project AM 21 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.007Volume to Capacity (v/c): ALevel Of Service: 7.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Project Dwy 1/Live Oak Ave Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 00121102Total Analysis Volume [veh/h] 003301Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 00111002Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] -60111002Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 22 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with AIntersection LOS 3.18d_I, Intersection Delay [s/veh] AAAApproach LOS 8.503.450.00d_A, Approach Delay [s/veh] 0.000.000.460.460.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.020.020.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.318.690.007.220.000.00d_M, Delay for Movement [s/veh] 0.000.000.000.010.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 5: 5 Opening Year With Project AM 23 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.001Volume to Capacity (v/c): ALevel Of Service: 8.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Project Dwy 2/Live Oak Ave Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 2101230Total Analysis Volume [veh/h] 100310Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 2101130Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 2101130Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 24 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with AIntersection LOS 6.22d_I, Intersection Delay [s/veh] AAAApproach LOS 8.437.220.00d_A, Approach Delay [s/veh] 0.210.210.560.560.000.0095th-Percentile Queue Length [ft/ln] 0.010.010.020.020.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.328.650.007.220.000.00d_M, Delay for Movement [s/veh] 0.000.000.000.010.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 5: 5 Opening Year With Project AM 25 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.495Volume to Capacity (v/c): DLevel Of Service: 44.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 7: Jurupa Ave/Live Oak Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00400.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00165.00100.00100.00150.00220.00100.00220.00100.00100.00100.00Entry Pocket Length [ft] 001001101001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 5: 5 Opening Year With Project AM 26 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3278830315473323640273036834Total Analysis Volume [veh/h] 81977641188910776178Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.9830Peak Hour Factor 3177529815465313539272986733Total Hourly Volume [veh/h] 110050012009900Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000003100000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4277529820465284639273976733Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 27 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 0232403132036120339Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140010002700240Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 019200144145055200405Maximum Green [s] Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 Opening Year With Project AM 28 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 316.72286.35349.80154.61143.3326.6128.2031.0133.08365.6449.6695th-Percentile Queue Length [ft/ln] 12.6711.4513.996.185.731.061.131.241.3214.631.9995th-Percentile Queue Length [veh/ln] 200.59177.19226.4185.8979.6314.7815.6717.2318.38238.9027.5950th-Percentile Queue Length [ft/ln] 8.027.099.063.443.190.590.630.690.749.561.1050th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoCritical Lane Group DDECCCCCDDELane Group LOS 54.7647.4558.5231.0130.1426.6323.9123.8345.7943.7657.49d, Delay for Lane Group [s/veh] 0.790.790.840.330.330.060.070.070.190.770.38X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 16.188.8720.081.750.900.240.260.212.8311.3011.51d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 38.5838.5838.4429.2629.2426.3923.6523.6242.9632.4645.99d1, Uniform Delay [s] 35468736250597750751760814548290c, Capacity [veh/h] 18623618181018703618181016151900181016611810s, saturation flow rate [veh/h] 0.150.150.170.090.090.020.020.020.010.220.02(v / s)_i Volume / Saturation Flow Rate 0.190.190.200.270.270.280.320.320.080.290.05g / C, Green / Cycle 19192027272832328295g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 100100100100100100100100100100100C, Calculated Cycle Length [s] CCLCCLRCLCLLane Group Lane Group Calculations Scenario 5: 5 Opening Year With Project AM 29 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]57.49 43.76 43.76 45.79 23.83 23.91 26.63 30.42 31.01 58.52 49.74 54.76 Movement LOS E D D D C C C C C E D D d_A, Approach Delay [s/veh]44.91 29.61 30.20 52.25 Approach LOS D C C D d_I, Intersection Delay [s/veh]44.45 Intersection LOS D Intersection V/C 0.495 Emissions Vehicle Miles Traveled [mph]3.63 39.62 1.97 2.92 2.63 7.35 73.75 38.38 81.73 145.96 75.22 Stops [stops/h]39.73 344.01 26.47 24.81 22.56 21.29 229.34 123.69 326.03 510.32 288.85 Fuel consumption [US gal/h]0.77 6.84 0.48 0.45 0.41 0.59 6.27 3.32 8.77 14.05 7.80 CO [g/h]53.60 477.78 33.48 31.54 28.52 41.50 438.38 231.87 613.26 982.25 545.18 NOx [g/h]10.43 92.96 6.51 6.14 5.55 8.07 85.29 45.11 119.32 191.11 106.07 VOC [g/h]12.42 110.73 7.76 7.31 6.61 9.62 101.60 53.74 142.13 227.65 126.35 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]41.41 41.41 41.41 41.41 I_p,int, Pedestrian LOS Score for Intersectio 2.369 2.218 2.802 2.900 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]580 640 540 380 d_b, Bicycle Delay [s]25.21 23.12 26.65 32.81 I_b,int, Bicycle LOS Score for Intersection 2.391 1.749 1.848 2.183 Bicycle LOS B A A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 5: 5 Opening Year With Project AM 30 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.439Volume to Capacity (v/c): ELevel Of Service: 41.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Hemlock Ave/Slover Ave Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00190.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 569246895391493430073Total Analysis Volume [veh/h] 1173122213542117018Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.97400.9740Peak Hour Factor 567445875251493429071Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0001400000008Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 567445735251493429063Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 31 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with EIntersection LOS 3.09d_I, Intersection Delay [s/veh] AACEApproach LOS 0.550.2020.2236.70d_A, Approach Delay [s/veh] 0.000.003.750.000.001.175.045.045.0459.7059.7059.7095th-Percentile Queue Length [ft/ln] 0.000.000.150.000.000.050.200.200.202.392.392.3995th-Percentile Queue Length [veh/ln] AAAAAABDDDEEMovement LOS 0.000.008.920.000.009.0211.4734.7129.0425.0546.9441.48d_M, Delay for Movement [s/veh] 0.000.010.050.000.010.020.010.020.030.040.000.44V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 5: 5 Opening Year With Project AM 32 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.005Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 9: Project Dwy 3/Hemlock Ave Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 055930Total Analysis Volume [veh/h] 011210Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 055930Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] -155930Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 33 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with AIntersection LOS 1.95d_I, Intersection Delay [s/veh] AAAApproach LOS 8.580.000.00d_A, Approach Delay [s/veh] 0.370.370.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.378.580.000.000.007.23d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 5: 5 Opening Year With Project AM 34 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.003Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 10: Project Dwy 4/Hemlock Ave Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 239008Total Analysis Volume [veh/h] 112002Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 239008Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 239-108Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 35 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with AIntersection LOS 4.56d_I, Intersection Delay [s/veh] AAAApproach LOS 8.510.007.23d_A, Approach Delay [s/veh] 0.370.370.000.000.370.3795th-Percentile Queue Length [ft/ln] 0.010.010.000.000.010.0195th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.348.630.000.000.007.23d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 5: 5 Opening Year With Project AM 36 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.325Volume to Capacity (v/c): CLevel Of Service: 17.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Jurupa Ave/Hemlock Ave Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 4910360129280136005400Total Analysis Volume [veh/h] 1225903232034001300Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94800.94801.00000.94800.94801.00000.94801.00001.00000.94801.00001.0000Peak Hour Factor 469820118800129005100Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 800010100000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.002.000.000.002.000.002.002.000.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 389820118790128005100Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Opening Year With Project AM 37 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with CIntersection LOS 1.42d_I, Intersection Delay [s/veh] AACBApproach LOS 0.000.0017.6813.73d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0034.710.000.009.750.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.001.390.000.000.390.000.0095th-Percentile Queue Length [veh/ln] AAAACBMovement LOS 0.000.000.000.000.000.0017.680.000.0013.730.000.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.000.320.000.000.120.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 5: 5 Opening Year With Project AM 38 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Intersection Analysis Summary 11/13/2025Report File: C:\...\OY PP PM.pdf Scenario 6 Opening Year With Project PMVistro File: C:\...\24-017 14970 Jurupa Ave Fontana November-2025 - Updated.vistro 14970 Jurupa Ave Fontana V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. D25.20.277NB RightHCM 7th EditionTwo-way stopJurupa Ave/Hemlock Ave11 A8.60.009EB LeftHCM 7th EditionTwo-way stopProject Dwy 4/Hemlock Ave10 A8.60.013EB LeftHCM 7th EditionTwo-way stopProject Dwy 3/Hemlock Ave9 F493.91.496NB LeftHCM 7th EditionTwo-way stopHemlock Ave/Slover Ave8 D41.60.667NB RightHCM 7th EditionSignalizedJurupa Ave/Live Oak Ave7 A8.60.003WB LeftHCM 7th EditionTwo-way stopProject Dwy 2/Live Oak Ave6 A8.40.012WB RightHCM 7th EditionTwo-way stopProject Dwy 1/Live Oak Ave5 D52.50.399WB LeftHCM 7th EditionSignalizedLive Oak Ave/Slover Ave4 D41.40.579EB LeftHCM 7th EditionSignalizedCherry Ave/Slover Ave3 C20.30.560SB LeftHCM 7th EditionSignalizedCherry Ave/I-10 Ramps EB2 B13.80.471SB RightHCM 7th EditionSignalizedCherry Ave/I-10 Ramps WB1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 6: 6 Opening Year With Project PM 1 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.471Volume to Capacity (v/c): BLevel Of Service: 13.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Cherry Ave/I-10 Ramps WB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 410.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 6: 6 Opening Year With Project PM 2 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 33804760003471354034711380Total Analysis Volume [veh/h] 850119000873380872850Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97501.00000.97501.00001.00001.00000.97500.97501.00000.97500.97501.0000Peak Hour Factor 33004640003381320033811100Total Hourly Volume [veh/h] 110000001130011300Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0090000002500Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.002.000.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 44004550004511320042611100Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 3 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.03.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 00500001000100Minimum Green [s] --Lead---------Lead / Lag 003000003000300Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.02.00.00.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00100000300100Pedestrian Clearance [s] 005000050050Walk [s] 0.00.01.00.00.00.00.01.00.00.01.00.0All red [s] 0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s] 0018800004400440Maximum Green [s] Auxiliary Signal Groups 007000020060Signal Group SplitPermissSplitPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 Opening Year With Project PM 4 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 147.0086.38152.36191.20152.36151.2495th-Percentile Queue Length [ft/ln] 5.883.466.097.656.096.0595th-Percentile Queue Length [veh/ln] 81.6747.9984.64106.5584.6484.0250th-Percentile Queue Length [ft/ln] 3.271.923.394.263.393.3650th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoCritical Lane Group BBBBBBLane Group LOS 14.5611.6814.7714.2614.7713.17d, Delay for Lane Group [s/veh] 0.480.310.500.600.500.51X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.380.542.501.212.500.82d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.50k, delay calibration 12.1811.1412.2713.0512.2712.35d1, Uniform Delay [s] 700152370022437002243c, Capacity [veh/h] 161535141615517616155176s, saturation flow rate [veh/h] 0.210.140.210.260.210.22(v / s)_i Volume / Saturation Flow Rate 0.430.430.430.430.430.43g / C, Green / Cycle 262626262626g_i, Effective Green Time [s] 2.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 606060606060C, Calculated Cycle Length [s] RLRCRCLane Group Lane Group Calculations Scenario 6: 6 Opening Year With Project PM 5 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 13.17 14.77 0.00 14.26 14.77 0.00 0.00 0.00 11.68 0.00 14.56 Movement LOS B B B B B B d_A, Approach Delay [s/veh]13.55 14.37 0.00 12.88 Approach LOS B B A B d_I, Intersection Delay [s/veh]13.76 Intersection LOS B Intersection V/C 0.471 Emissions Vehicle Miles Traveled [mph]142.53 43.46 74.90 19.20 45.07 32.00 Stops [stops/h]604.97 203.14 767.18 203.14 230.33 196.00 Fuel consumption [US gal/h]12.26 3.95 11.25 2.96 4.26 3.40 CO [g/h]857.03 276.43 786.51 206.61 297.72 237.79 NOx [g/h]166.75 53.78 153.03 40.20 57.93 46.27 VOC [g/h]198.63 64.07 182.28 47.88 69.00 55.11 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 21.68 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 1.853 0.000 Crosswalk LOS F F A F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]867 867 0 867 d_b, Bicycle Delay [s]9.63 9.63 30.00 9.63 I_b,int, Bicycle LOS Score for Intersection 2.439 2.557 4.132 1.560 Bicycle LOS B B D A ----------------Ring 4 ----------------Ring 3 -------------76-Ring 2 --------------2-Ring 1 Sequence Scenario 6: 6 Opening Year With Project PM 6 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.560Volume to Capacity (v/c): CLevel Of Service: 20.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Cherry Ave/I-10 Ramps EB Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00300.00100.00100.00100.00100.00270.00100.00100.00100.00Entry Pocket Length [ft] 000100002000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 6: 6 Opening Year With Project PM 7 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000393414540130153936811130Total Analysis Volume [veh/h] 00098101140325135922780Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98000.98000.98001.00000.98000.98000.98000.98001.0000Peak Hour Factor 000385404450127552836110910Total Hourly Volume [veh/h] 0001280000012000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000110009018250Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.000.000.000.002.000.000.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000502404450126652846310660Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 8 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag 0000230047170300Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00001000700100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 00006400168501590Maximum Green [s] Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 Opening Year With Project PM 9 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 213.46211.77211.20125.51222.04224.29204.3695th-Percentile Queue Length [ft/ln] 8.548.478.455.028.888.978.1795th-Percentile Queue Length [veh/ln] 122.65121.42121.0069.73128.93130.59116.0350th-Percentile Queue Length [ft/ln] 4.914.864.842.795.165.224.6450th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group CCCADCBLane Group LOS 30.2428.5527.907.3538.8322.5518.90d, Delay for Lane Group [s/veh] 0.660.630.610.410.830.610.58X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.616.165.620.3911.424.641.28d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 22.6422.3922.296.9627.4117.9117.62d1, Uniform Delay [s] 43847449131796536001922c, Capacity [veh/h] 1615174818105176351416155176s, saturation flow rate [veh/h] 0.180.170.170.250.150.230.22(v / s)_i Volume / Saturation Flow Rate 0.270.270.270.610.190.370.37g / C, Green / Cycle 19191943132626g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 70707070707070C, Calculated Cycle Length [s] RCLCLRCLane Group Lane Group Calculations Scenario 6: 6 Opening Year With Project PM 10 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 18.90 22.55 38.83 7.35 0.00 28.13 28.55 29.82 0.00 0.00 0.00 Movement LOS B C D A C C C d_A, Approach Delay [s/veh]19.80 16.57 28.88 0.00 Approach LOS B B C A d_I, Intersection Delay [s/veh]20.31 Intersection LOS C Intersection V/C 0.560 Emissions Vehicle Miles Traveled [mph]215.32 71.19 67.51 162.95 26.53 26.22 25.52 Stops [stops/h]716.07 268.64 530.45 430.32 248.92 249.77 252.30 Fuel consumption [US gal/h]17.10 6.10 9.97 11.03 4.18 4.19 4.23 CO [g/h]1195.31 426.64 696.83 771.07 291.94 292.73 295.40 NOx [g/h]232.56 83.01 135.58 150.02 56.80 56.95 57.47 VOC [g/h]277.03 98.88 161.50 178.70 67.66 67.84 68.46 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 26.58 0.00 I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.441 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]743 1229 543 0 d_b, Bicycle Delay [s]13.83 5.21 18.58 35.00 I_b,int, Bicycle LOS Score for Intersection 2.440 2.572 3.236 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 --------------2-Ring 1 Sequence Scenario 6: 6 Opening Year With Project PM 11 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.579Volume to Capacity (v/c): DLevel Of Service: 41.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Cherry Ave/Slover Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 190.00100.00194.00100.00100.00270.00100.00100.00325.00100.00100.00225.00Entry Pocket Length [ft] 102001002001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 6: 6 Opening Year With Project PM 12 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 34325045326344513149564453975518Total Analysis Volume [veh/h] 866211815911378239111101894Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor 33124143316124353039234293872917Total Hourly Volume [veh/h] 110001100101001300Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 43000000020000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 39824143426124354049234095172917Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 13 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.03.00.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 101050105101050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 48489062235050230369Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 2.02.02.00.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 373700270232300270Pedestrian Clearance [s] 550050550050Walk [s] 1.01.01.00.01.01.01.01.01.00.01.01.0All red [s] 3.03.03.00.03.03.03.03.03.00.03.03.0Amber [s] 44445058194646190325Maximum Green [s] 4,52,3Auxiliary Signal Groups 447083225061Signal Group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 130Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 Opening Year With Project PM 14 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 274.07129.8138.15289.77293.49334.33242.68321.57328.03328.45309.9133.7095th-Percentile Queue Length [ft/ln] 10.965.191.5311.5911.7413.379.7112.8613.1213.1412.401.3595th-Percentile Queue Length [veh/ln] 167.8472.1121.19179.81182.67214.30144.21204.35209.37209.71195.3118.7250th-Percentile Queue Length [ft/ln] 6.712.880.857.197.318.575.778.178.378.397.810.7550th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group CCECCEBCEDDELane Group LOS 20.8930.9367.3825.6325.6073.1718.9734.3671.8548.7846.0569.49d, Delay for Lane Group [s/veh] 0.410.200.330.400.400.880.370.520.870.590.590.26X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.510.386.511.411.3918.801.211.0717.595.552.858.79d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 19.3830.5660.8824.2224.2254.3717.7733.2954.2643.2343.2060.70d1, Uniform Delay [s] 8321224135833848514857183151445689070c, Capacity [veh/h] 161536183514186819003514161551763514185336181810s, saturation flow rate [veh/h] 0.210.070.010.180.180.130.190.180.130.150.140.01(v / s)_i Volume / Saturation Flow Rate 0.520.340.040.450.450.150.530.350.150.250.250.04g / C, Green / Cycle 6744558581969461932325g_i, Effective Green Time [s] 0.002.002.002.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 130130130130130130130130130130130130C, Calculated Cycle Length [s] RCLCCLRCLCCLLane Group Lane Group Calculations Scenario 6: 6 Opening Year With Project PM 15 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]69.49 46.88 48.78 71.85 34.36 18.97 73.17 25.62 25.63 67.38 30.93 20.89 Movement LOS E D D E C B E C C E C C d_A, Approach Delay [s/veh]47.48 41.27 44.82 28.10 Approach LOS D D D C d_I, Intersection Delay [s/veh]41.41 Intersection LOS D Intersection V/C 0.579 Emissions Vehicle Miles Traveled [mph]1.38 40.33 20.76 86.09 184.95 60.75 50.91 37.90 37.28 22.16 123.14 168.95 Stops [stops/h]20.74 432.69 232.29 463.84 679.07 159.74 474.75 202.34 199.18 46.95 159.76 185.91 Fuel consumption [US gal/h]0.43 8.96 4.82 12.61 18.05 4.60 11.43 4.43 4.36 1.79 7.53 9.44 CO [g/h]29.78 626.49 336.64 881.59 1261.59 321.24 799.19 309.49 304.59 125.04 526.03 659.86 NOx [g/h]5.79 121.89 65.50 171.53 245.46 62.50 155.49 60.22 59.26 24.33 102.35 128.39 VOC [g/h]6.90 145.19 78.02 204.32 292.39 74.45 185.22 71.73 70.59 28.98 121.91 152.93 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]56.31 56.31 56.31 56.31 I_p,int, Pedestrian LOS Score for Intersectio 2.892 3.468 2.782 3.031 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]492 708 892 677 d_b, Bicycle Delay [s]36.94 27.14 19.94 28.45 I_b,int, Bicycle LOS Score for Intersection 2.013 2.558 2.490 2.177 Bicycle LOS B B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 6: 6 Opening Year With Project PM 16 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.399Volume to Capacity (v/c): DLevel Of Service: 52.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Live Oak Ave/Slover Ave Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00150.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 6: 6 Opening Year With Project PM 17 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 166444242103510111326811051Total Analysis Volume [veh/h] 41611111259233720213Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 156084040977910122576948Total Hourly Volume [veh/h] 50013004002500Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 022014600000021Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2058640399719141225101927Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 18 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0105010501000100Minimum Green [s] --Lead--Lead------Lead / Lag 01169011690115001150Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 07007002000100Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.00.00.01.00.0All red [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s] 019850198502500250Maximum Green [s] Auxiliary Signal Groups 047083020060Signal Group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 Opening Year With Project PM 19 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 482.21485.30194.10836.58846.2335.9778.46224.3095th-Percentile Queue Length [ft/ln] 19.2919.417.7633.4633.851.443.148.9795th-Percentile Queue Length [veh/ln] 332.65335.18107.83630.65638.9619.9843.59130.5950th-Percentile Queue Length [ft/ln] 13.3113.414.3125.2325.560.801.745.2250th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesCritical Lane Group DDFDDFDDLane Group LOS 42.5742.55300.0150.9550.90132.1135.9738.33d, Delay for Lane Group [s/veh] 0.370.371.110.610.610.270.070.19X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.221.21182.513.183.1416.420.190.57d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.50k, delay calibration 41.3541.34117.5047.7747.76115.6935.7837.76d1, Uniform Delay [s] 8798873887588738705744c, Capacity [veh/h] 18841900181018741900181014751564s, saturation flow rate [veh/h] 0.170.170.020.290.290.010.030.09(v / s)_i Volume / Saturation Flow Rate 0.470.470.020.470.470.020.460.46g / C, Green / Cycle 11211251121125111111g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 240240240240240240240240C, Calculated Cycle Length [s] CCLCCLCCLane Group Lane Group Calculations Scenario 6: 6 Opening Year With Project PM 20 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]38.33 38.33 38.33 35.97 35.97 35.97 132.11 50.92 50.95 300.01 42.56 42.57 Movement LOS D D D D D D F D D F D D d_A, Approach Delay [s/veh]38.33 35.97 51.67 57.96 Approach LOS D D D E d_I, Intersection Delay [s/veh]52.55 Intersection LOS D Intersection V/C 0.399 Emissions Vehicle Miles Traveled [mph]127.25 1.18 4.93 267.04 263.44 11.16 88.04 87.35 Stops [stops/h]78.35 26.15 11.99 383.37 378.39 64.70 201.11 199.59 Fuel consumption [US gal/h]6.78 0.56 0.54 18.73 18.48 3.38 7.60 7.55 CO [g/h]473.84 39.08 37.59 1308.96 1291.75 236.30 531.50 527.43 NOx [g/h]92.19 7.60 7.31 254.68 251.33 45.98 103.41 102.62 VOC [g/h]109.82 9.06 8.71 303.36 299.37 54.76 123.18 122.24 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 0.00 I_p,int, Pedestrian LOS Score for Intersectio 1.932 1.813 2.790 0.000 Crosswalk LOS A A C F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]258 258 267 267 d_b, Bicycle Delay [s]91.00 91.00 90.13 90.13 I_b,int, Bicycle LOS Score for Intersection 1.835 1.649 2.467 2.143 Bicycle LOS A A B B ----------------Ring 4 ----------------Ring 3 ------------876-Ring 2 ------------432-Ring 1 Sequence Scenario 6: 6 Opening Year With Project PM 21 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.012Volume to Capacity (v/c): ALevel Of Service: 8.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Project Dwy 1/Live Oak Ave Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 130411011Total Analysis Volume [veh/h] 301303Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 120410010Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 120410010Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 22 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with AIntersection LOS 4.84d_I, Intersection Delay [s/veh] AAAApproach LOS 8.395.300.00d_A, Approach Delay [s/veh] 0.920.920.460.460.000.0095th-Percentile Queue Length [ft/ln] 0.040.040.020.020.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.398.740.007.230.000.00d_M, Delay for Movement [s/veh] 0.010.000.000.010.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 6: 6 Opening Year With Project PM 23 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.003Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Project Dwy 2/Live Oak Ave Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 1130410Total Analysis Volume [veh/h] 310100Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 1030410Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 1030410Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 24 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with AIntersection LOS 7.71d_I, Intersection Delay [s/veh] AAAApproach LOS 8.407.210.00d_A, Approach Delay [s/veh] 0.990.990.180.180.000.0095th-Percentile Queue Length [ft/ln] 0.040.040.010.010.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.358.590.007.210.000.00d_M, Delay for Movement [s/veh] 0.010.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 6: 6 Opening Year With Project PM 25 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.667Volume to Capacity (v/c): DLevel Of Service: 41.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 7: Jurupa Ave/Live Oak Ave Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00400.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00165.00100.00100.00150.00220.00100.00220.00100.00100.00100.00Entry Pocket Length [ft] 001001101001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 6: 6 Opening Year With Project PM 26 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2668429110134158254648330579Total Analysis Volume [veh/h] 7171733335156111282142Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95800.95800.95800.95800.95800.95800.95800.95800.95800.95800.95800.9580Peak Hour Factor 2565527910128556244446316559Total Hourly Volume [veh/h] 90040080010500Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000001300000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3465527914128555294446421559Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 27 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 0512703713037120349Split [s] Phasing & Timing: Pattern 1 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Advanced Detector Location [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140010002700240Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 04723033903380305Maximum Green [s] Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing (Basic) 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 110Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 Opening Year With Project PM 28 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 191.73181.75343.16482.67439.0581.9722.3741.2369.05445.9713.4495th-Percentile Queue Length [ft/ln] 7.677.2713.7319.3117.563.280.891.652.7617.840.5495th-Percentile Queue Length [veh/ln] 106.94100.97221.21333.03297.5945.5412.4322.9038.36303.197.4750th-Percentile Queue Length [ft/ln] 4.284.048.8513.3211.901.820.500.921.5312.130.3050th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoCritical Lane Group CCDDDECCEEDLane Group LOS 21.7121.2354.9748.0342.5555.5227.5827.9056.2356.8053.04d, Delay for Lane Group [s/veh] 0.300.300.770.820.820.390.050.080.360.860.11X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.980.5113.9712.336.857.620.200.287.6518.812.67d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 20.7320.7241.0035.7035.7047.9027.3727.6248.5837.9950.36d1, Uniform Delay [s] 7971546378568108514848557013245082c, Capacity [veh/h] 18653618181018933618181016151900181016511810s, saturation flow rate [veh/h] 0.130.130.160.250.250.030.020.020.030.230.00(v / s)_i Volume / Saturation Flow Rate 0.430.430.210.300.300.080.300.300.070.270.05g / C, Green / Cycle 4747233333933338305g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110C, Calculated Cycle Length [s] CCLCCLRCLCLLane Group Lane Group Calculations Scenario 6: 6 Opening Year With Project PM 29 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]53.04 56.80 56.80 56.23 27.90 27.58 55.52 44.41 48.03 54.97 21.38 21.71 Movement LOS D E E E C C E D D D C C d_A, Approach Delay [s/veh]56.72 39.26 44.89 31.15 Approach LOS E D D C d_I, Intersection Delay [s/veh]41.56 Intersection LOS D Intersection V/C 0.667 Emissions Vehicle Miles Traveled [mph]0.96 41.33 3.50 3.36 1.82 13.33 203.79 106.63 78.19 125.80 64.96 Stops [stops/h]9.78 396.90 50.22 29.98 16.27 59.62 779.15 435.96 289.58 264.36 139.99 Fuel consumption [US gal/h]0.19 8.37 0.97 0.56 0.31 1.53 20.37 11.33 8.07 8.66 4.52 CO [g/h]13.33 584.87 67.86 39.49 21.34 107.17 1424.10 792.22 564.32 605.48 315.66 NOx [g/h]2.59 113.79 13.20 7.68 4.15 20.85 277.08 154.14 109.80 117.80 61.42 VOC [g/h]3.09 135.55 15.73 9.15 4.95 24.84 330.05 183.60 130.79 140.33 73.16 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]46.37 46.37 46.37 46.37 I_p,int, Pedestrian LOS Score for Intersectio 2.378 2.221 2.909 3.013 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]545 600 600 855 d_b, Bicycle Delay [s]29.09 26.95 26.95 18.04 I_b,int, Bicycle LOS Score for Intersection 2.386 1.769 2.337 2.115 Bicycle LOS B A B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 6: 6 Opening Year With Project PM 30 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 1.496Volume to Capacity (v/c): FLevel Of Service: 493.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Hemlock Ave/Slover Ave Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00190.00100.00100.00177.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 55993069129126519754260Total Analysis Volume [veh/h] 11507173236132214115Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.9370Peak Hour Factor 55612865121024488751256Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0006000000022Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 55612859121024488751234Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 31 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with FIntersection LOS 25.26d_I, Intersection Delay [s/veh] AADFApproach LOS 0.590.1632.04455.98d_A, Approach Delay [s/veh] 0.000.004.650.000.002.0335.1235.1235.12252.94252.94252.9495th-Percentile Queue Length [ft/ln] 0.000.000.190.000.000.081.401.401.4010.1210.1210.1295th-Percentile Queue Length [veh/ln] AABAAACFFFFFMovement LOS 0.000.0012.470.000.008.7619.0885.9957.12413.19472.95493.92d_M, Delay for Movement [s/veh] 0.000.010.060.000.010.030.070.180.080.140.041.50V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 6: 6 Opening Year With Project PM 32 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.013Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 9: Project Dwy 3/Hemlock Ave Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 0132490Total Analysis Volume [veh/h] 031120Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 0122490Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 0122490Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 33 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with AIntersection LOS 4.00d_I, Intersection Delay [s/veh] AAAApproach LOS 8.610.000.00d_A, Approach Delay [s/veh] 0.980.980.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.040.040.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.378.610.000.000.007.21d_M, Delay for Movement [s/veh] 0.000.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 6: 6 Opening Year With Project PM 34 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.009Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 10: Project Dwy 4/Hemlock Ave Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 894003Total Analysis Volume [veh/h] 221001Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 894003Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 894003Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 35 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with AIntersection LOS 6.91d_I, Intersection Delay [s/veh] AAAApproach LOS 8.490.007.21d_A, Approach Delay [s/veh] 1.241.240.000.000.140.1495th-Percentile Queue Length [ft/ln] 0.050.050.000.000.010.0195th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.368.600.000.000.007.21d_M, Delay for Movement [s/veh] 0.010.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 6: 6 Opening Year With Project PM 36 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.277Volume to Capacity (v/c): DLevel Of Service: 25.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Jurupa Ave/Hemlock Ave Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 2385601417850141006800Total Analysis Volume [veh/h] 621403446035001700Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96001.00000.96000.96001.00000.96001.00001.00000.96001.00001.0000Peak Hour Factor 2282201317140135006500Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 300080800000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.002.000.000.002.000.002.002.000.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1982201317060127006500Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Opening Year With Project PM 37 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with DIntersection LOS 1.34d_I, Intersection Delay [s/veh] AACDApproach LOS 0.000.0015.3625.23d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0029.690.000.0027.440.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.001.190.000.001.100.000.0095th-Percentile Queue Length [veh/ln] AAAACDMovement LOS 0.000.000.000.000.000.0015.360.000.0025.230.000.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.020.000.290.000.000.280.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 6: 6 Opening Year With Project PM 38 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Option 1: Copy of Hemlock Ave/Slover Ave 17061710162916271710162914701363s, saturation flow rate [veh/h] 3333Arrival type 19001900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln] 0.200.200.030.190.190.010.010.08(v / s)_i Volume / Saturation Flow Rate 0.430.430.070.430.430.070.320.32g / C, Green / Cycle Lane Group Calculations 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0105010501000100Minimum Green [s] --Lead--Lead------Lead / Lag 0349034902600260Split [s] Phasing & Timing: Pattern 1 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 070010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.00.00.01.00.0All red [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s] 0305030502200220Maximum Green [s] Auxiliary Signal Groups 061025040080Signal Group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 60Cycle Length [s] Intersection Settings 569246895391493430073Total Analysis Volume [veh/h] 567445735251493429063Base Volume Input [veh/h] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name HCM 7th EditionAnalysis Method SignalizedControl Type Hemlock Ave/Slover AveIntersection 8Number Scenario 5: 5 Opening Year With Project AM 1 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.293Intersection V/C BIntersection LOS 16.78d_I, Intersection Delay [s/veh] BBBBApproach LOS 17.4615.8216.2817.93d_A, Approach Delay [s/veh] NoNoYesNoNoNoNoNoNoNoNoNoCritical Movement BBDBBCBBBBBBMovement LOS 15.9815.9739.9615.5215.4531.9816.2816.2816.2817.9317.9317.93d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results 176.16176.5345.62152.52158.3012.488.0955.7995th-Percentile Queue Length [ft/ln] 7.057.061.826.106.330.500.322.2395th-Percentile Queue Length [veh/ln] 97.8798.0725.3584.7487.946.934.5031.0050th-Percentile Queue Length [ft/ln] 3.913.921.013.393.520.280.181.2450th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesCritical Lane Group BBDBBCBBLane Group LOS 15.9815.9739.9615.5215.3931.9816.2817.93d, Delay for Lane Group [s/veh] 0.470.470.390.430.430.120.030.20X, volume / capacity 742743118707743118534524c, Capacity [veh/h] 17061710162916271710162914701363s, saturation flow rate [veh/h] Scenario 5: 5 Opening Year With Project AM 2 EPD Solutions, Inc. Scenario 5: 5 Opening Year With Project AM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with Option 1: Copy of Hemlock Ave/Slover Ave 17051710162916801710162914881447s, saturation flow rate [veh/h] 3333Arrival type 19001900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln] 0.180.180.020.400.400.020.050.08(v / s)_i Volume / Saturation Flow Rate 0.480.480.130.480.480.130.180.18g / C, Green / Cycle Lane Group Calculations 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0105010501000100Minimum Green [s] --Lead--Lead------Lead / Lag 033120331201500150Split [s] Phasing & Timing: Pattern 1 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 070010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.01.01.00.01.01.00.01.00.00.01.00.0All red [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s] 0298029801100110Maximum Green [s] Auxiliary Signal Groups 061025040080Signal Group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing (Basic) 0.00Lost time [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type Pattern 1Active Pattern 60Cycle Length [s] Intersection Settings 55993069129126519754260Total Analysis Volume [veh/h] 55612859121024488751234Base Volume Input [veh/h] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name HCM 7th EditionAnalysis Method SignalizedControl Type Hemlock Ave/Slover AveIntersection 8Number Scenario 6: 6 Opening Year With Project PM 1 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with 0.500Intersection V/C BIntersection LOS 19.71d_I, Intersection Delay [s/veh] BCCCApproach LOS 11.6122.9422.2423.99d_A, Approach Delay [s/veh] NoNoYesNoNoNoNoNoNoNoNoNoCritical Movement BBCCCCCCCCCCMovement LOS 10.9810.9824.2823.0922.9124.0222.2422.2422.2423.9923.9923.99d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results 107.37107.5919.49336.82338.4916.8039.3771.1195th-Percentile Queue Length [ft/ln] 4.294.300.7813.4713.540.671.572.8495th-Percentile Queue Length [veh/ln] 59.6559.7710.83216.24217.549.3321.8739.5050th-Percentile Queue Length [ft/ln] 2.392.390.438.658.700.370.871.5850th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesCritical Lane Group BBCCCCCCLane Group LOS 10.9810.9824.2823.0922.7624.0222.2423.99d, Delay for Lane Group [s/veh] 0.370.370.140.830.830.120.200.33X, volume / capacity 824827217812827217339356c, Capacity [veh/h] 17051710162916801710162914881447s, saturation flow rate [veh/h] Scenario 6: 6 Opening Year With Project PM 2 EPD Solutions, Inc. Scenario 6: 6 Opening Year With Project PM 14970 Jurupa Ave Fontana Version 2024 (SP 0-6) Generated with