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HomeMy WebLinkAboutAppendix H_TrafficAppendix H Focused Traffic Study MASTER CASE NO. 20-073 INITIAL STUDY   9841 Irvine Center Drive, Suite 200 | Irvine, California  92618 | t: (949) 878‐3509  www.tjwengineering.com          June 19, 2023        Mr. RJ Hernandez  MONTE VISTA HOMES  11175 Azusa Ct., Suite 110  Rancho Cucamonga, CA 91730    SUBJECT:  Fontana 53 Focused Traffic Study, City of Fontana    Dear Mr. Hernandez,    TJW Engineering, Inc. (TJW) is pleased to submit this Focused Traffic Study for the Fontana 53 site  (“Project”) located southeast of Poplar Avenue and Orchid Avenue in the City of Fontana. This traffic study  has been prepared to meet the traffic study requirements for the City of Fontana and assesses the  forecast traffic operations associated with the proposed project and its impact on the local street  network.     Project Description    The Project is located southeast of Poplar Avenue and Orchid Avenue in the City of Fontana. The Project  consists of demolishing a single‐family home and constructing 53 new single‐family homes for a net total of  52 single‐family homes. The Project is expected to be operational by 2024. Access will be provided via the  intersections of Poplar Avenue/Orchid Avenue and Catawba Avenue/Hibiscus Street. The attached site plan  illustrates the Project land use layout and the driveway locations.      Project Trip Generation     The Project trip generation was determined using trip generation rates from the latest edition of the  Institute of Transportation Engineers Trip Generation Manual (11th Edition). The Project is projected to  generate 491 net daily trips, 36 net AM peak hour trips, and 49 net PM peak hour trips. The trip generation  calculations are attached for reference.    Project Trip Distribution    Projecting trip distribution involves the process of identifying probable destinations and traffic routes that  will be utilized by the proposed project’s traffic. The potential interaction between the proposed land use  and surrounding regional access routes are considered to identify the probable routes onto which project  traffic would distribute. The projected trip distribution for the proposed project is based on anticipated  Mr. Hernandez  Fontana 53 Focused Traffic Study  June 19, 2023  Page 2  TJW Engineering, Inc.  MVH23001 Fontana 53 FTS    travel patterns to and from the project site. The Project trip distribution and trip assignments are attached  for reference.     Study Area    Level of service (LOS) has been assessed for the following intersections:    1. Poplar Avenue / Orchid Avenue  2. Catawba Avenue / Hibiscus Street    To establish baseline conditions, new traffic counts were conducted at the study area intersections on  Thursday May 25, 2023. The count worksheets are attached for reference. Cumulative projects have not  been provided by City of Fontana staff at this time; therefore, to establish Opening Year conditions, an  annual ambient growth rate of 2% per year for one year has been applied to baseline volumes.    Intersection Evaluation Methodology     The City of Fontana traffic study guidelines require unsignalized intersection operations be analyzed  utilizing the HCM 7th Edition methodology. Intersection operation for unsignalized intersections is based  on the weighted average control delay expressed in seconds per vehicle.    At a two‐way or side‐street stop‐controlled intersections, LOS is calculated for each stop‐controlled  minor street movement, for the left‐turn movement(s) from the major street, and for the intersection  as a whole.  For approaches consisting of a single lane, the delay is calculated as the average of all  movements in that lane.  For all‐way stop‐controlled intersection, LOS is computed for the intersection  as a whole.    The following table describes the general characteristics of traffic flow and accompanying delay ranges  at unsignalized intersections.    HCM – LOS & Delay Ranges – Unsignalized Intersections    Level Of  Service Description Delay  (in seconds)  A Little or no delays. 0 – 10.00  B Short traffic delays. 10.01 – 15.00  C Average traffic delays. 15.01 – 25.00  D Long traffic delays. Multiple vehicles in queue. 25.01 – 35.00  E Very long delays.  Demand approaching capacity of intersection 35.01 – 50.00  F Very constrained flow with extreme delays and intersection capacity exceeded. > 50.01  Source: Transportation Research Board, Highway Capacity Manual, HCM7 Edition (Washington D.C., 2022).    Mr. Hernandez  Fontana 53 Focused Traffic Study  June 19, 2023  Page 3  TJW Engineering, Inc.  MVH23001 Fontana 53 FTS    This analysis utilizes PTV Vistro 2022 analysis software for all intersections.  Vistro is a macroscopic traffic  software program that is based on the signalized intersection capacity analysis specified in Chapter 16  of the HCM. Per City of Fontana Traffic Impact Analysis Guidelines, a base saturation flow rate of 1900  cars per hour per lane has been utilized.      Intersection Evaluation Results    The City of Fontana has established LOS “C” as the threshold for acceptable intersection operations. LOS  analysis worksheets and Opening Year With Project volumes are attached for reference.    Level Of Service Analysis Results (Existing)    Intersection Existing  AM Delay  Existing  AM LOS  Existing  PM Delay  Existing  PM LOS  Poplar Avenue / Orchid Avenue 11.4 B 9.7 A  Catawba Avenue / Hibiscus Street 9.9 A 9.6 A    Level Of Service Analysis Results (Opening Year With Project)     Intersection  Opening Year  With Project   AM Delay  Opening Year  With Project   AM LOS  Opening Year  With Project   PM Delay  Opening Year  With Project   PM LOS  Poplar Avenue / Orchid Avenue 11.7 B 9.9 A  Catawba Avenue / Hibiscus Street 10.4 B 10.1 B    As shown above, the study area intersections operate at an acceptable LOS during both peak hours in  Opening Year With Project conditions. As such, no improvements are required for the study area  intersections.     Vehicle Miles Traveled (VMT) Screening    Based on the City of Fontana “Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of  Service Assessment” (October 2020), screening criteria can be utilized to effectively screen projects from  project‐level VMT assessment. The guidelines identify that projects which generate less than 500 net  average daily trips would not cause a substantial increase in the total citywide or regional VMT and are  therefore presumed to have a less than significant impact on VMT. Because the Project generates 491 net  average daily trips, the Project is presumed to have a less than significant impact on VMT and further VMT  analysis is not required.   Mr. Hernandez  Fontana 53 Focused Traffic Study  June 19, 2023  Page 4  TJW Engineering, Inc.  MVH23001 Fontana 53 FTS    Conclusion    The study area intersections are projected to operate at an acceptable LOS during both peak hours in  Opening Year With Project conditions. As such, no improvements are required for the study area  intersections.     Based on City of Fontana VMT guidelines, projects which generate less than 500 net average daily trips  would not cause a substantial increase in the total citywide or regional VMT and are therefore presumed to  have a less than significant impact on VMT. Because the Project is expected to generate 491 net average  daily trips, further VMT analysis is not required.    Please contact us at (949) 878‐3509 if you have any questions regarding this analysis.     Sincerely,      Gene Kim, PE, TE      David Chew, PTP  Principal Engineer      Transportation Planner    Registered Civil Engineer #83175  Registered Traffic Engineer #2684             Brandon Alvarado, EIT          Transportation Planner     PROJECT SITE PLAN         TRIP GENERATION     In Out Total In Out Total Single‐Family Detached Housing 210 53 DU 9.43 500 0.7 26:74 10 27 37 0.94 63:37 32 18 50 Existing Single‐Family Detached Housing 210 ‐1DU9.43‐9 0.7 26:74 0 ‐1 ‐1 0.94 63:37 ‐10‐1 Net Total 52 DU 491 10 26 36 31 18 49 1: Trip generation rates from ITE Trip Generation (11th Edition, 2021). 2: DU = Dwelling Units. Table 1 Project Trip Generation Proposed Land Use1 ITE  Code Qty Unit2 Daily AM Peak Hour PM Peak Hour Rate Volume Rate In:Out  Split Volume Rate In:Out  Split Volume     PROJECT TRIP DISTRIBUTION     Traffic Volume - Net New Site Trips TJW Engineering1 6/19/2023 Fontana 53 Scenario: Base ScenarioVersion 2022 (SP 0-2) Generated with     PROJECT VOLUMES     Traffic Volume - Net New Site Trips TJW Engineering1 6/19/2023 Fontana 53 Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2) Generated with Traffic Volume - Net New Site Trips TJW Engineering1 6/19/2023 Fontana 53 Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2) Generated with     TRAFFIC COUNT SURVEYS     T218 DATE:LOCATION: PROJECT #:SC4060Thu, May 25, 23 NORTH & SOUTH: LOCATION #:1 EAST & WEST: CONTROL:STOP W 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 TTLLANES:010 0 1001001 0 0000 7:00 AM 051 0 17000000 0 23 000007:15 AM 0240 0 30000000 0 54 00000 7:30 AM 0350 0 63000010 0 99 000007:45 AM 0422 0 30100010 0 76 00000 8:00 AM 0140 0 22000000 0 36 000008:15 AM 0110 0 16000100 0 28 000008:30 AM 1130 0 15000000 0 29 00000 8:45 AM 0120 0 9000000 0 21 00000VOLUMES 11563 0202100120 0 366 00000 APPROACH % 1% 98% 2% 0% 100% 0% 0% 0% 100% 100% 0% 0%APP/DEPART 160 /156 203 /205 1 /32 /20BEGIN PEAK HR VOLUMES 01152 0145100020 0 265APPROACH % 0% 98% 2% 0% 99% 1% 0% 0% 0% 100% 0% 0% PEAK HR FACTOR 0.665 0.579 0.000 0.500 0.669APP/DEPART 117 /115 146 /147 0 /22 /104:00 PM 0200 0 14000000 0 34 00000 4:15 PM 0170 0 12000000 0 29 000004:30 PM 0250 1 16000000 0 42 00000 4:45 PM 0271 1 16010000 2 48 000005:00 PM 0211 1 13100100 1 39 000005:15 PM 1240 1 17000000 0 43 10001 5:30 PM 0260 0 15010000 1 43 001015:45 PM 1230 0 18000100 0 43 10001 VOLUMES 21832 4121120200 4 321 20103APPROACH % 1% 98% 1% 3% 96% 1% 50% 0% 50% 0% 0% 100%APP/DEPART 187 /188 126 /125 4 /64 /20 BEGIN PEAK HRVOLUMES 1982 3 61120100 4 173 APPROACH % 1% 97% 2% 5% 94% 2% 67% 0% 33% 0% 0% 100%PEAK HR FACTOR 0.902 0.903 0.750 0.500 0.901APP/DEPART 101 /103 65 /63 3 /54 /20 Poplar NORTH SIDE Orchid WEST SIDE EAST SIDE Orchid SOUTH SIDE Poplar INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana Poplar Orchid U-TURNS Poplar Poplar Orchid Orchid AM 7:15 AM PM 4:45 PM T218 DATE:LOCATION: PROJECT #:SC4060Thu, May 25, 23 NORTH & SOUTH: LOCATION #:2 EAST & WEST: CONTROL:STOP W 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 TTLLANES:X10 0 1XXXX0X 0 0000 7:00 AM 091 0 16000030 2 31 000007:15 AM 0110 1 33000050 3 53 00000 7:30 AM 0200 0 35000020 2 59 000007:45 AM 0183 0 31000020 2 56 00000 8:00 AM 0294 0 30000000 4 67 000008:15 AM 0183 1 16000030 1 42 000008:30 AM 0171 0 18000030 0 39 00000 8:45 AM 0131 1 7000050 1 28 00000VOLUMES 013513 3186000023015375 00000 APPROACH % 0% 91% 9% 2% 98% 0% 0% 0% 0% 61% 0% 39%APP/DEPART 148 /150 189 /209 0 /16 38 /00BEGIN PEAK HR VOLUMES 0787 112900009011235APPROACH % 0% 92% 8% 1% 99% 0% 0% 0% 0% 45% 0% 55% PEAK HR FACTOR 0.644 0.929 0.000 0.625 0.877APP/DEPART 85 /89 130 /138 0 /820 /004:00 PM 0194 3 16000020 2 46 00000 4:15 PM 0182 1 12000020 1 36 000004:30 PM 0182 0 19000010 1 41 00000 4:45 PM 0203 1 11000030 0 38 000005:00 PM 0243 1 14000010 1 44 000005:15 PM 0283 3 14000020 1 51 01001 5:30 PM 0142 1 16000010 2 36 000005:45 PM 0192 1 24000000 2 48 00000 VOLUMES 01602111126000012010340 01001APPROACH % 0% 88% 12% 8% 92% 0% 0% 0% 0% 55% 0% 45%APP/DEPART 181 /171 137 /138 0 /31 22 /00 BEGIN PEAK HRVOLUMES 08510 6 68000040 6 179 APPROACH % 0% 89% 11% 8% 92% 0% 0% 0% 0% 40% 0% 60%PEAK HR FACTOR 0.766 0.740 0.000 0.833 0.877APP/DEPART 95 /92 74 /72 0 /15 10 /00 Catawba NORTH SIDE Hibiscus WEST SIDE EAST SIDE Hibiscus SOUTH SIDE Catawba AM 7:15 AM PM 5:00 PM U-TURNS Catawba Catawba Hibiscus Hibiscus INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana Catawba Hibiscus     OPENING YEAR WITH PROJECT VOLUMES     Traffic Volume - Future Total Volume TJW Engineering1 6/19/2023 Fontana 53 Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2) Generated with Traffic Volume - Future Total Volume TJW Engineering1 6/19/2023 Fontana 53 Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2) Generated with     EXISTING ANALYSIS WORKSHEETS   Intersection Analysis Summary 6/19/2023Report File: C:\...\E AM.pdf Scenario 1 Existing AMVistro File: C:\...\MVH23001 Vistro.vistro Fontana 53 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. A9.90.013WB LeftHCM 7th EditionTwo-way stopCatawba Avenue / Hibiscus Street2 B11.40.005WB LeftHCM 7th EditionTwo-way stopPoplar Ave / Orchid Ave1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID TJW Engineering1 6/19/2023 Fontana 53 Scenario 1: 1 Existing AMVersion 2022 (SP 0-2) Generated with 0.005Volume to Capacity (v/c): BLevel Of Service: 11.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: Poplar Ave / Orchid Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 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] 0030001217031720Total Analysis Volume [veh/h] 00100005401430Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.66900.66900.66900.66900.66900.66900.66900.66900.66900.66900.66900.6690Peak Hour Factor 0020001145021150Total 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 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0020001145021150Base Volume Input [veh/h] Name Volumes TJW Engineering2 6/19/2023 Fontana 53 Scenario 1: 1 Existing AMVersion 2022 (SP 0-2) Generated with BIntersection LOS 0.09d_I, Intersection Delay [s/veh] BBAAApproach LOS 11.3710.780.000.00d_A, Approach Delay [s/veh] 0.400.400.400.000.000.000.000.000.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.020.020.020.000.000.000.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS 9.1711.6511.379.3811.6211.340.000.007.570.000.007.66d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings TJW Engineering3 6/19/2023 Fontana 53 Scenario 1: 1 Existing AMVersion 2022 (SP 0-2) Generated with 0.013Volume to Capacity (v/c): ALevel Of Service: 9.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Catawba Avenue / Hibiscus Street Intersection Level Of Service Report YesYesYesCrosswalk 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] 13101471889Total Analysis Volume [veh/h] 33370222Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87700.87700.87700.87700.87700.8770Peak Hour Factor 1191291778Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1191291778Base Volume Input [veh/h] Name Volumes TJW Engineering4 6/19/2023 Fontana 53 Scenario 1: 1 Existing AMVersion 2022 (SP 0-2) Generated with AIntersection LOS 0.83d_I, Intersection Delay [s/veh] AAAApproach LOS 9.330.050.00d_A, Approach Delay [s/veh] 2.072.070.040.040.000.0095th-Percentile Queue Length [ft/ln] 0.080.080.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.859.940.007.410.000.00d_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 TJW Engineering5 6/19/2023 Fontana 53 Scenario 1: 1 Existing AMVersion 2022 (SP 0-2) Generated with Intersection Analysis Summary 6/19/2023Report File: C:\...\E PM.pdf Scenario 2 Existing PMVistro File: C:\...\MVH23001 Vistro.vistro Fontana 53 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. A9.60.006WB LeftHCM 7th EditionTwo-way stopCatawba Avenue / Hibiscus Street2 A9.70.003EB LeftHCM 7th EditionTwo-way stopPoplar Ave / Orchid Ave1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID TJW Engineering1 6/19/2023 Fontana 53 Scenario 2: 2 Existing PMVersion 2022 (SP 0-2) Generated with 0.003Volume to Capacity (v/c): ALevel Of Service: 9.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: Poplar Ave / Orchid Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 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] 400102168321091Total Analysis Volume [veh/h] 10000101711270Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.90100.90100.90100.90100.90100.90100.90100.90100.90100.90100.90100.9010Peak Hour Factor 40010216132981Total 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 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 40010216132981Base Volume Input [veh/h] Name Volumes TJW Engineering2 6/19/2023 Fontana 53 Scenario 2: 2 Existing PMVersion 2022 (SP 0-2) Generated with AIntersection LOS 0.49d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.839.350.310.07d_A, Approach Delay [s/veh] 0.320.320.320.270.270.270.130.130.130.040.040.0495th-Percentile Queue Length [ft/ln] 0.010.010.010.010.010.010.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] ABAABAAAAAAAMovement LOS 8.8310.129.698.6410.129.710.000.007.440.000.007.35d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings TJW Engineering3 6/19/2023 Fontana 53 Scenario 2: 2 Existing PMVersion 2022 (SP 0-2) Generated with 0.006Volume to Capacity (v/c): ALevel Of Service: 9.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Catawba Avenue / Hibiscus Street Intersection Level Of Service Report YesYesYesCrosswalk 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] 757871197Total Analysis Volume [veh/h] 21192324Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87700.87700.87700.87700.87700.8770Peak Hour Factor 646861085Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 646861085Base Volume Input [veh/h] Name Volumes TJW Engineering4 6/19/2023 Fontana 53 Scenario 2: 2 Existing PMVersion 2022 (SP 0-2) Generated with AIntersection LOS 0.79d_I, Intersection Delay [s/veh] AAAApproach LOS 9.160.610.00d_A, Approach Delay [s/veh] 1.041.040.290.290.000.0095th-Percentile Queue Length [ft/ln] 0.040.040.010.010.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.849.610.007.440.000.00d_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 TJW Engineering5 6/19/2023 Fontana 53 Scenario 2: 2 Existing PMVersion 2022 (SP 0-2) Generated with     OPENING YEAR WITH PROJECT ANALYSIS WORKSHEETS  Intersection Analysis Summary 6/19/2023Report File: C:\...\OYP AM.pdf Scenario 5 Opening Year With Project AMVistro File: C:\...\MVH23001 Vistro.vistro Fontana 53 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. B10.40.015WB LeftHCM 7th EditionTwo-way stopCatawba Avenue / Hibiscus Street2 B11.70.027WB LeftHCM 7th EditionTwo-way stopPoplar Ave / Orchid Ave1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID TJW Engineering1 6/19/2023 Fontana 53 Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2) Generated with 0.027Volume to Capacity (v/c): BLevel Of Service: 11.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: Poplar Ave / Orchid Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 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] 70150001221371750Total Analysis Volume [veh/h] 20400005512440Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.66900.66900.66900.66900.66900.66900.66900.66900.66900.66900.66900.6690Peak Hour Factor 50100001148251170Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 508000002300Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0020001145021150Base Volume Input [veh/h] Name Volumes TJW Engineering2 6/19/2023 Fontana 53 Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2) Generated with BIntersection LOS 0.62d_I, Intersection Delay [s/veh] BBAAApproach LOS 10.9710.920.100.00d_A, Approach Delay [s/veh] 2.732.732.730.000.000.000.130.130.130.000.000.0095th-Percentile Queue Length [ft/ln] 0.110.110.110.000.000.000.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS 9.3711.9711.719.4011.7911.590.000.007.590.000.007.67d_M, Delay for Movement [s/veh] 0.010.000.030.000.000.000.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings TJW Engineering3 6/19/2023 Fontana 53 Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2) Generated with 0.015Volume to Capacity (v/c): BLevel Of Service: 10.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Catawba Avenue / Hibiscus Street Intersection Level Of Service Report YesYesYesYesCrosswalk 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] 13010906215118913Total Analysis Volume [veh/h] 30320113802231Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87700.87700.87700.87700.87700.87700.87700.87700.87700.87700.87700.8770Peak Hour Factor 1109805213217803Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000805200003Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1109000012917780Base Volume Input [veh/h] Name Volumes TJW Engineering4 6/19/2023 Fontana 53 Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2) Generated with BIntersection LOS 1.34d_I, Intersection Delay [s/veh] AAAAApproach LOS 9.539.620.050.22d_A, Approach Delay [s/veh] 2.172.172.171.441.441.440.040.040.040.130.130.1395th-Percentile Queue Length [ft/ln] 0.090.090.090.060.060.060.000.000.000.010.010.0195th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS 8.8710.7010.399.1110.6810.380.000.007.410.000.007.53d_M, Delay for Movement [s/veh] 0.010.000.010.010.000.010.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings TJW Engineering5 6/19/2023 Fontana 53 Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2) Generated with Intersection Analysis Summary 6/19/2023Report File: C:\...\OYP PM.pdf Scenario 6 Opening Year With Project PMVistro File: C:\...\MVH23001 Vistro.vistro Fontana 53 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. B10.10.007EB LeftHCM 7th EditionTwo-way stopCatawba Avenue / Hibiscus Street2 A9.90.003EB LeftHCM 7th EditionTwo-way stopPoplar Ave / Orchid Ave1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID TJW Engineering1 6/19/2023 Fontana 53 Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2) Generated with 0.003Volume to Capacity (v/c): ALevel Of Service: 9.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: Poplar Ave / Orchid Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 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] 90610216910121111Total Analysis Volume [veh/h] 20100101723280Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.90100.90100.90100.90100.90100.90100.90100.90100.90100.90100.90100.9010Peak Hour Factor 8051021629111001Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 405000006900Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 40010216132981Base Volume Input [veh/h] Name Volumes TJW Engineering2 6/19/2023 Fontana 53 Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2) Generated with AIntersection LOS 1.13d_I, Intersection Delay [s/veh] AAAAApproach LOS 9.339.510.930.06d_A, Approach Delay [s/veh] 1.351.351.350.280.280.280.420.420.420.040.040.0495th-Percentile Queue Length [ft/ln] 0.050.050.050.010.010.010.020.020.020.000.000.0095th-Percentile Queue Length [veh/ln] ABAABAAAAAAAMovement LOS 8.9310.359.938.6410.339.940.000.007.470.000.007.35d_M, Delay for Movement [s/veh] 0.010.000.010.000.000.000.000.000.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings TJW Engineering3 6/19/2023 Fontana 53 Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2) Generated with 0.007Volume to Capacity (v/c): BLevel Of Service: 10.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Catawba Avenue / Hibiscus Street Intersection Level Of Service Report YesYesYesYesCrosswalk 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] 7056057797119910Total Analysis Volume [veh/h] 20110122023253Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87700.87700.87700.87700.87700.87700.87700.87700.87700.87700.87700.8770Peak Hour Factor 604504669610879Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000504600009Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 604000068610850Base Volume Input [veh/h] Name Volumes TJW Engineering4 6/19/2023 Fontana 53 Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2) Generated with BIntersection LOS 1.45d_I, Intersection Delay [s/veh] AAAAApproach LOS 9.369.350.560.62d_A, Approach Delay [s/veh] 1.091.091.091.001.001.000.300.300.300.430.430.4395th-Percentile Queue Length [ft/ln] 0.040.040.040.040.040.040.010.010.010.020.020.0295th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS 8.8510.4610.078.7410.4710.080.000.007.440.000.007.40d_M, Delay for Movement [s/veh] 0.010.000.010.010.000.010.000.000.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings TJW Engineering5 6/19/2023 Fontana 53 Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2) Generated with