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25 Traffic Impact Study Addendum
MEMORANDUM To: Mr. Tyler Bruggman, Homebase Partners From: Joey Staszcuk, PE, PTOE, RSP1, Senior Transportation Engineer Date: 1/26/2024 Reference: 23509, The Guthrie – Bozeman TIS addendum The purpose of this memo is to provide an addendum to The Guthrie traffic impact study (TIS) to meet the requests set forth by the City of Bozeman. Traffic impacts were previously analyzed assuming a trip generation rate that aligns with a Dense Multi-Use Urban setting, but it was requested by the City of Bozeman to use rates that align with a General Urban/Suburban setting. The proposed Guthrie development includes 111 affordable housing residential dwelling units that are located between W Villard Street and W Beall Street and west of N 5th Avenue. Access to the site is proposed via one full-movement approach on N 5th Avenue. The Guthrie TIS originally evaluated trip generation for the development based on the ITE Trip Generation Manual, 11th Edition, Affordable Housing (Land Use Code 223) with dwelling units as the independent and the setting/location was assumed to be dense multi-use urban. Internal capture and pass-by trips were not calculated for this land use as they are not applicable. Additionally, an 18% multimodal reduction was applied to the trip totals based on data from the 2017 Bozeman Transportation Master Plan. Based on the City of Bozeman request, rates based on General Urban/Suburban data are now to be used to determine trip generation. This change results in the increase of new external vehicle trips as follows: average weekday – 25.5%, AM peak hour – 0%, and PM peak hour – 26.5%. The updated Trip Generation table is shown below. Table 1: Trip Generation Summary Intensity Units total enter exit total enter exit total enter exit Affordable Housing1 111 Dwelling Units 534 267 267 56 16 40 51 30 21 Multimodal Reduction (18%)**96 48 48 9 2 7 8 5 3 438 219 219 47 14 33 43 25 18 (1)Affordable Housing - Land Use 223*Units = Dwelling Units Average Weekday:Average Rate = 4.81 (50% entering/50% exiting) Peak Hour of the Adjacent Street, One Hour between 7 and 9 AM:Average Rate = 0.50 (29% entering/71% exiting) Peak Hour of the Adjacent Street, One Hour between 4 and 6 PM:Average Rate = 0.46 (59% entering/41% exiting) *Trip Generation, 11th Edition , Institute of Transportation Engineers, 2021 **Bozeman Transportation Master Plan, Table 2.3 , City of Bozeman, 2017 Land Use Independent Variable Average Weekday Total New External Vehicular Trips PM Peak HourAM Peak Hour January 26, 2024 2 There were minimal changes to the projected Future (2038) peak hour volumes which resulted in a negligible impacts to delay and 95th percentile queueing. Additionally, average annual daily traffic volumes for N 5th Avenue, W Villard Street, and W Beall Street were determined on the street segments adjacent to the site are and shown in Figure 6 attached below. Updates to Figure 5: Trip Distribution & Traffic Assignment and Figure 6: Design Year (2038) Traffic Projections, as shown in The Guthrie TIS, are attached below and represent the updated traffic volumes and level of service. A detailed intersection capacity summary table and capacity calculation worksheet for the updated Future (2038) scenario are included below. Based on the updated analysis that utilized the general urban/suburban independent variable in the trip generation calculation it was determined that the recommendations and conclusion that were stated in The Guthrie TIS, dated November 2023, still accurately represent the expected Future (2038) conditions. If you have any questions or concerns, please feel free to contact me at 406-922-4306 or jstaszcuk@sandersonstewart.com. January 26, 2024 3 Figure 5: Trip Distribution & Traffic Assignment Summary (Updated 1/26/2024) January 26, 2024 4 Figure 6: Design Year (2038) Traffic Projections (Updated 1/26/2024) Avg Delay (s/veh) LOS 95th % Queue (veh) Avg Delay (s/veh) LOS 95th % Queue (veh) NB 0.0 A 0 0.0 A 0 SB 2.2 A 1 0.7 A 1 WB 8.7 A 1 8.4 A 1 Intersection 2.5 A --0.7 A -- NB 0.3 A 1 0.3 A 1 SB 0.4 A 1 0.4 A 1 EB 39.1 E 3 97.7 F 2 WB 35.5 E 2 73.4 F 3 Intersection 3.8 A --3.0 A -- NB 9.6 A 1 9.5 A 1 SB 9.4 A 1 9.6 A 1 EB 1.3 A 1 0.7 A 1 WB 0.8 A 1 1.4 A 1 Intersection 5.8 A --5.0 A -- NB 9.2 A 1 9.3 A 1 SB 9.4 A 1 9.1 A 1 EB 0.5 A 1 0.7 A 1 WB 0.9 A 1 0.0 A 0 Intersection 4.2 A --4.6 A -- NB 0.0 A 0 0.0 A 1 SB 0.5 A 1 0.5 A 1 EB 43.9 E 1 39.6 E 1 WB 26.8 D 1 109.9 F 4 Intersection 1.1 A --2.9 A -- NB 9.3 A 1 9.7 A 1 SB 9.4 A 1 9.6 A 1 EB 0.8 A 1 1.7 A 1 WB 1.2 A 1 0.0 A 0 Intersection 6.0 A --5.5 A -- NB 9.2 A 1 9.4 A 1 SB 9.2 A 1 9.3 A 1 EB 0.2 A 0 1.1 A 1 WB 2.0 A 1 0.0 A 0 Intersection 4.5 A --5.0 A -- NB 10.0 B 1 9.9 A 1 SB 10.2 B 1 10.1 B 1 EB 0.5 A 1 0.4 A 1 WB 0.8 A 0 0.4 A 1 Intersection 3.8 A --4.2 A -- NB 11.8 B 1 18.2 C 1 SB 12.1 B 1 16.5 C 1 WB 0.0 A 0 0.0 A 0 Intersection 1.8 A --2.0 A -- NB 2.2 A 1 2.6 A 1 SB 0.0 A 0 0.0 A 0 EB 8.8 A 1 8.9 A 1 Intersection 3.4 A --2.5 A -- N 5th Avenue & W Lamme Street Intersection Control Two-Way Stop-Control (NB/SB) N 5th Avenue & W Beall Street Intersection Control Two-Way Stop-Control (NB/SB) N 3rd Avenue & W Beall Street N 3rd Avenue & W Villard Street Intersection Control Two-Way Stop-Control (EB/WB) N 7th Avenue & W Beall Street Intersection Control Two-Way Stop-Control (NB/SB) N 7th Avenue & W Villard Street Intersection Control Two-Way Stop-Control (NB/SB) N 5th Avenue & W Villard Street Intersection Control Two-Way Stop-Control (NB/SB) Intersection Control One-Way Stop-Control (WB) N 5th Avenue & W Short Street Intersection Control Two-Way Stop-Control (EB/WB) Intersection Approach Future (2038) AM Peak PM Peak N 5th Avenue & Site Access N 5th Avenue & W Mendenhall Street Intersection Control Two-Way Stop-Control (NB/SB) Intersection Control One-Way Stop-Control (EB) 0.004Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: N 5th Avenue & W Short Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 25.0025.0025.00Speed [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 W Short StreetN 5th AvenueN 5th AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 937834115Total Analysis Volume [veh/h] 2120804Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 837231114Total 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 0.000.003.800.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 837231114Base Volume Input [veh/h] W Short StreetN 5th AvenueN 5th AvenueName Volumes 1/24/20241Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 2.51d_I, Intersection Delay [s/veh] AAAApproach LOS 8.672.210.00d_A, Approach Delay [s/veh] 0.920.921.441.440.000.0095th-Percentile Queue Length [ft/ln] 0.040.040.060.060.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.419.460.007.270.000.00d_M, Delay for Movement [s/veh] 0.010.000.000.020.000.00V/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 1/24/20242Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.128Volume to Capacity (v/c): FLevel Of Service: 71.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: N 7th Avenue & W Villard Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000000000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. 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 W Villard StreetW Villard StreetN 7th AvnueN 7th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 5713146317910952431265521Total Analysis Volume [veh/h] 1434164222381131645Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 521213581689876401160319Total 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 3.200.000.002.302.000.000.002.304.200.002.207.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 521213581689876401160319Base Volume Input [veh/h] W Villard StreetW Villard StreetN 7th AvnueN 7th AvenueName Volumes 1/24/20243Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with FIntersection LOS 3.79d_I, Intersection Delay [s/veh] EEAAApproach LOS 35.5039.060.390.32d_A, Approach Delay [s/veh] 48.0548.0548.0555.3955.3955.390.000.003.740.000.002.3895th-Percentile Queue Length [ft/ln] 1.921.921.922.222.222.220.000.000.150.000.000.1095th-Percentile Queue Length [veh/ln] CFFDFFAAAAABMovement LOS 22.9562.5561.5227.0766.3871.340.000.009.180.000.0010.46d_M, Delay for Movement [s/veh] 0.090.160.170.120.220.130.000.010.050.000.010.03V/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 1/24/20244Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.045Volume to Capacity (v/c): ALevel Of Service: 10.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: N 5th Avenue & W Villard Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Villard StreetW Villard StreetN 5th AvenueN 5th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 329483493835371216Total Analysis Volume [veh/h] 1712821091234Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 327473183532361115Total 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 0.005.002.002.008.700.003.802.000.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 327473183532361115Base Volume Input [veh/h] W Villard StreetW Villard StreetN 5th AvenueN 5th AvenueName Volumes 1/24/20245Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 5.78d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.811.289.389.60d_A, Approach Delay [s/veh] 0.170.170.170.390.390.396.926.926.923.353.353.3595th-Percentile Queue Length [ft/ln] 0.010.010.010.020.020.020.280.280.280.130.130.1395th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.300.000.007.278.849.969.588.689.779.88d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.010.040.040.000.010.020.02V/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 1/24/20246Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.029Volume to Capacity (v/c): ALevel Of Service: 9.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: N 3rd Avenue & W Villard Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Villard StreetW Villard StreetN 3rd AvenueN 3rd AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 120353634248154Total Analysis Volume [veh/h] 051191162011Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 118353334227154Total 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 0.000.000.000.004.200.002.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 118353334227154Base Volume Input [veh/h] W Villard StreetW Villard StreetN 3rd AvenueN 3rd AvenueName Volumes 1/24/20247Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 4.15d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.910.499.379.24d_A, Approach Delay [s/veh] 0.130.130.130.130.130.133.283.283.280.880.880.8895th-Percentile Queue Length [ft/ln] 0.010.010.010.010.010.010.130.130.130.040.040.0495th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.280.000.007.248.599.599.138.519.449.17d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.000.030.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/20248Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.051Volume to Capacity (v/c): FLevel Of Service: 55.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: N 7th Avenue & W Beall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Beall StreetW Beall StreetN 7th AvenueN 7th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 264151041100355126350Total Analysis Volume [veh/h] 71400102511431590Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 24414104192351115840Total 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 2.000.000.000.000.000.000.001.902.900.001.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 24414104192351115840Base Volume Input [veh/h] W Beall StreetW Beall StreetN 7th AvenueN 7th AvenueName Volumes 1/24/20249Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with FIntersection LOS 1.09d_I, Intersection Delay [s/veh] DEAAApproach LOS 26.7843.930.460.00d_A, Approach Delay [s/veh] 19.7219.7219.724.004.004.000.001.182.360.000.000.0095th-Percentile Queue Length [ft/ln] 0.790.790.790.160.160.160.000.050.090.000.000.0095th-Percentile Queue Length [veh/ln] BFEBFFAAAAABMovement LOS 14.9855.2039.6513.9152.9351.430.000.008.940.000.0010.16d_M, Delay for Movement [s/veh] 0.040.050.130.000.000.050.000.010.060.000.010.00V/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 1/24/202410Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.053Volume to Capacity (v/c): ALevel Of Service: 9.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: N 5th Avenue & W Beall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Beall StreetW Beall StreetN 5th AvenueN 5th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 31843304164318185Total Analysis Volume [veh/h] 1511814110251Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 31743284154017175Total 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 2.002.000.000.000.002.002.002.002.000.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 31743284154017175Base Volume Input [veh/h] W Beall StreetW Beall StreetN 5th AvenueN 5th AvenueName Volumes 1/24/202411Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 5.96d_I, Intersection Delay [s/veh] AAAAApproach LOS 1.160.799.439.30d_A, Approach Delay [s/veh] 0.170.170.170.170.170.175.535.535.532.782.782.7895th-Percentile Queue Length [ft/ln] 0.010.010.010.010.010.010.220.220.220.110.110.1195th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.270.000.007.268.719.719.418.599.569.53d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.020.050.000.010.020.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/202412Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.022Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 7: N 3rd Avenue & W Beall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Beall StreetW Beall StreetN 3rd AvenueN 3rd AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 0135132218185191Total Analysis Volume [veh/h] 031350251020Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 0125122017175181Total 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 0.002.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0125122017175181Base Volume Input [veh/h] W Beall StreetW Beall StreetN 3rd AvenueN 3rd AvenueName Volumes 1/24/202413Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 4.47d_I, Intersection Delay [s/veh] AAAAApproach LOS 2.020.209.159.24d_A, Approach Delay [s/veh] 0.210.210.210.040.040.042.682.682.680.970.970.9795th-Percentile Queue Length [ft/ln] 0.010.010.010.000.000.000.110.110.110.040.040.0495th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.270.000.007.238.509.479.028.489.359.05d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.010.020.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/202414Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.066Volume to Capacity (v/c): BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: N 5th Aveue & W Lamme Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Lamme StreetW Lamme StreetN 5th AvenueN 5th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 44112114934810221Total Analysis Volume [veh/h] 11032921120050Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 44111105834410201Total 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 2.000.000.000.005.100.000.003.800.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 44111105834410201Base Volume Input [veh/h] W Lamme StreetW Lamme StreetN 5th AvenueN 5th AvenueName Volumes 1/24/202415Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with BIntersection LOS 3.80d_I, Intersection Delay [s/veh] AABBApproach LOS 0.830.4810.1810.01d_A, Approach Delay [s/veh] 0.050.050.050.380.380.385.605.605.602.402.402.4095th-Percentile Queue Length [ft/ln] 0.000.000.000.020.020.020.220.220.220.100.100.1095th-Percentile Queue Length [veh/ln] AAAAAAABAABBMovement LOS 0.000.007.450.000.007.238.6910.289.959.0010.0110.04d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.010.000.070.000.000.030.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/202416Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.081Volume to Capacity (v/c): BLevel Of Service: 13.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 9: N 5th Avenue & W Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Mendenhall StreetW Mendenhall StreetN 5th AvenueN 5th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 1542212000204000910Total Analysis Volume [veh/h] 410530005100022Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 143881100018370089Total 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 0.004.200.000.000.000.000.003.800.000.000.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 143881100018370089Base Volume Input [veh/h] W Mendenhall StreetW Mendenhall StreetN 5th AvenueN 5th AvenueName Volumes 1/24/202417Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with BIntersection LOS 1.80d_I, Intersection Delay [s/veh] AABBApproach LOS 0.000.0012.1011.76d_A, Approach Delay [s/veh] 0.000.000.000.000.000.008.828.820.000.002.672.6795th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.000.350.350.000.000.110.1195th-Percentile Queue Length [veh/ln] AAABBBBMovement LOS 0.000.000.000.000.000.0010.3013.000.000.0012.4311.16d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.030.080.000.000.020.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/202418Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.016Volume to Capacity (v/c): ALevel Of Service: 9.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 10: 5th & Site Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 25.0025.0025.00Speed [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 Site AccessN 5th AvenueN 5th AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 2115741219Total Analysis Volume [veh/h] 5421052Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1914638198Total 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 1914638198Base Volume Input [veh/h] Site AccessN 5th AvenueN 5th AvenueName Volumes 1/24/202419Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 3.37d_I, Intersection Delay [s/veh] AAAApproach LOS 8.830.002.20d_A, Approach Delay [s/veh] 2.872.870.000.000.380.3895th-Percentile Queue Length [ft/ln] 0.110.110.000.000.020.0295th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.659.090.000.000.007.32d_M, Delay for Movement [s/veh] 0.020.020.000.000.000.01V/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 1/24/202420Scenario 3: 3 2038 AM Peak Hour Version 2023 (SP 0-9) Generated with 0.003Volume to Capacity (v/c): ALevel Of Service: 8.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: N 5th Avenue & W Short Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 25.0025.0025.00Speed [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 W Short StreetN 5th AvenueN 5th AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 30374427Total Analysis Volume [veh/h] 109117Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 30344425Total 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 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 30344425Base Volume Input [veh/h] W Short StreetN 5th AvenueN 5th AvenueName Volumes 1/24/20241Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 0.72d_I, Intersection Delay [s/veh] AAAApproach LOS 8.430.710.00d_A, Approach Delay [s/veh] 0.210.210.170.170.000.0095th-Percentile Queue Length [ft/ln] 0.010.010.010.010.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.438.870.007.260.000.00d_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 1/24/20242Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.111Volume to Capacity (v/c): FLevel Of Service: 178.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: N 7th Avenue & W Villard Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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] 000000001001No. 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 W Villard StreetW Villard StreetN 7th AvnueN 7th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 3848183122410013024131433Total Analysis Volume [veh/h] 10125136250863298Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 354717311229212822120930Total 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 0.000.000.000.000.000.000.001.000.000.001.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 354717311229212822120930Base Volume Input [veh/h] W Villard StreetW Villard StreetN 7th AvnueN 7th AvenueName Volumes 1/24/20243Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with FIntersection LOS 3.03d_I, Intersection Delay [s/veh] FFAAApproach LOS 73.3897.700.350.25d_A, Approach Delay [s/veh] 55.8255.8255.8248.0748.0748.070.000.004.560.000.003.7995th-Percentile Queue Length [ft/ln] 2.232.232.231.921.921.920.000.000.180.000.000.1595th-Percentile Queue Length [veh/ln] EFFFFFAABAABMovement LOS 46.03169.94155.0652.64178.41145.110.000.0012.320.000.0010.52d_M, Delay for Movement [s/veh] 0.090.150.260.040.110.330.000.010.060.000.010.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 1100Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/24/20244Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.041Volume to Capacity (v/c): ALevel Of Service: 9.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: N 5th Avenue & W Villard Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Villard StreetW Villard StreetN 5th AvenueN 5th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 425717295832152110Total Analysis Volume [veh/h] 162471280152Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 42361627572915199Total 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 0.000.002.002.005.000.000.002.000.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 42361627572915199Base Volume Input [veh/h] W Villard StreetW Villard StreetN 5th AvenueN 5th AvenueName Volumes 1/24/20245Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 5.02d_I, Intersection Delay [s/veh] AAAAApproach LOS 1.420.719.579.54d_A, Approach Delay [s/veh] 0.300.300.300.220.220.223.893.893.893.403.403.4095th-Percentile Queue Length [ft/ln] 0.010.010.010.010.010.010.160.160.160.140.140.1495th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.310.000.007.268.649.809.468.689.749.58d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.010.040.000.000.030.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/20246Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.029Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: N 3rd Avenue & W Villard Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Villard StreetW Villard StreetN 3rd AvenueN 3rd AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 517002934845244Total Analysis Volume [veh/h] 140071121161Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 516002734745224Total 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 516002734745224Base Volume Input [veh/h] W Villard StreetW Villard StreetN 3rd AvenueN 3rd AvenueName Volumes 1/24/20247Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 4.59d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.000.689.079.28d_A, Approach Delay [s/veh] 0.000.000.000.130.130.131.361.361.362.942.942.9495th-Percentile Queue Length [ft/ln] 0.000.000.000.010.010.010.050.050.050.120.120.1295th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.250.000.007.248.459.369.098.589.479.05d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.000.010.000.000.030.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/20248Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.573Volume to Capacity (v/c): FLevel Of Service: 169.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: N 7th Avenue & W Beall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Beall StreetW Beall StreetN 7th AvenueN 7th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 3402012144963383313375Total Analysis Volume [veh/h] 80530112411083341Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 3101811144886353012305Total 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 0.000.000.000.000.000.000.001.200.000.001.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3101811144886353012305Base Volume Input [veh/h] W Beall StreetW Beall StreetN 7th AvenueN 7th AvenueName Volumes 1/24/20249Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with FIntersection LOS 2.90d_I, Intersection Delay [s/veh] FEAAApproach LOS 109.8739.580.460.04d_A, Approach Delay [s/veh] 77.0777.0777.0711.8411.8411.840.000.811.620.000.100.2195th-Percentile Queue Length [ft/ln] 3.083.083.080.470.470.470.000.030.060.000.000.0195th-Percentile Queue Length [veh/ln] FFFCFFAABAABMovement LOS 75.02186.94169.1216.54133.4685.200.000.0012.140.000.0010.00d_M, Delay for Movement [s/veh] 0.090.000.570.020.030.080.000.010.070.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 1100Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/24/202410Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.053Volume to Capacity (v/c): ALevel Of Service: 9.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: N 5th Avenue & W Beall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Beall StreetW Beall StreetN 5th AvenueN 5th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 5250102912104201275Total Analysis Volume [veh/h] 1602732110071Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 52309271193901255Total 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 2.000.000.000.005.002.002.002.002.000.002.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 52309271193901255Base Volume Input [veh/h] W Beall StreetW Beall StreetN 5th AvenueN 5th AvenueName Volumes 1/24/202411Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 5.46d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.001.729.619.67d_A, Approach Delay [s/veh] 0.000.000.000.530.530.534.994.994.993.213.213.2195th-Percentile Queue Length [ft/ln] 0.000.000.000.020.020.020.200.200.200.130.130.1395th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.270.000.007.298.729.839.558.649.719.63d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.010.010.050.000.000.030.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/202412Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.034Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 7: N 3rd Avenue & W Beall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Beall StreetW Beall StreetN 3rd AvenueN 3rd AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 12210517408143289Total Analysis Volume [veh/h] 350141024172Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 11190516407133268Total 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 2.000.000.000.000.000.000.000.002.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11190516407133268Base Volume Input [veh/h] W Beall StreetW Beall StreetN 3rd AvenueN 3rd AvenueName Volumes 1/24/202413Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 5.02d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.001.129.269.35d_A, Approach Delay [s/veh] 0.000.000.000.170.170.171.951.951.953.623.623.6295th-Percentile Queue Length [ft/ln] 0.000.000.000.010.010.010.080.080.080.140.140.1495th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.240.000.007.278.529.429.178.589.539.07d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.000.010.020.000.030.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/202414Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.053Volume to Capacity (v/c): BLevel Of Service: 10.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: N 5th Aveue & W Lamme Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Lamme StreetW Lamme StreetN 5th AvenueN 5th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 0825450333959335Total Analysis Volume [veh/h] 020111311101281Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 0755446333658305Total 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 0755446333658305Base Volume Input [veh/h] W Lamme StreetW Lamme StreetN 5th AvenueN 5th AvenueName Volumes 1/24/202415Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with BIntersection LOS 4.19d_I, Intersection Delay [s/veh] AABAApproach LOS 0.420.3910.109.89d_A, Approach Delay [s/veh] 0.210.210.210.130.130.134.994.994.994.784.784.7895th-Percentile Queue Length [ft/ln] 0.010.010.010.010.010.010.200.200.200.190.190.1995th-Percentile Queue Length [veh/ln] AAAAAAABBABBMovement LOS 0.000.007.310.000.007.368.9810.1910.118.8210.1510.10d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.000.050.010.010.040.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/202416Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.104Volume to Capacity (v/c): CLevel Of Service: 19.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 9: N 5th Avenue & W Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [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 W Mendenhall StreetW Mendenhall StreetN 5th AvenueN 5th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 15799330002232003028Total Analysis Volume [veh/h] 42008000580087Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 14735300002029002826Total 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 0.000.900.000.000.000.000.000.000.000.000.005.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14735300002029002826Base Volume Input [veh/h] W Mendenhall StreetW Mendenhall StreetN 5th AvenueN 5th AvenueName Volumes 1/24/202417Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with CIntersection LOS 2.03d_I, Intersection Delay [s/veh] AACCApproach LOS 0.000.0016.4618.17d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0012.7412.740.000.0015.6515.6595th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.000.510.510.000.000.630.6395th-Percentile Queue Length [veh/ln] AAABCCCMovement LOS 0.000.000.000.000.000.0012.6919.060.000.0019.8016.42d_M, Delay for Movement [s/veh] 0.000.010.000.000.000.000.040.110.000.000.100.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/24/202418Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with 0.010Volume to Capacity (v/c): ALevel Of Service: 9.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 10: 5th & Site Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 25.0025.0025.00Speed [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 Site AccessN 5th AvenueN 5th AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 11912412815Total Analysis Volume [veh/h] 3231074Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 10811382614Total 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 10811382614Base Volume Input [veh/h] Site AccessN 5th AvenueN 5th AvenueName Volumes 1/24/202419Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with AIntersection LOS 2.47d_I, Intersection Delay [s/veh] AAAApproach LOS 8.850.002.56d_A, Approach Delay [s/veh] 1.601.600.000.000.630.6395th-Percentile Queue Length [ft/ln] 0.060.060.000.000.030.0395th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.609.150.000.000.007.34d_M, Delay for Movement [s/veh] 0.010.010.000.000.000.01V/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 1/24/202420Scenario 4: 4 2038 PM Peak Hour Version 2023 (SP 0-9) Generated with