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HomeMy WebLinkAbout018 Haggerty LOSScenario 1: 1: Existing - AM BozemanTMPRobertPecciaandAssociates Version 4.00-00 Generated with 0.000VolumetoCapacity (v/c): FLevelOfService: 78.9Delay (sec / veh): 15minutesAnalysisPeriod: HCM2010AnalysisMethod: Two-waystopControlType: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00PocketLength [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach MainStreetMainStreetHaggertyLaneName Intersection Setup 0000PedestrianVolume [ped/h] 1054183397411600161077TotalAnalysisVolume [veh/h] 26105112432900015019Total15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600OtherAdjustmentFactor 0.77000.77000.77000.77000.77000.77000.77000.77000.77000.77000.77000.7700PeakHourFactor 83332227739200149062TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00GrowthRate 3.603.300.000.002.503.300.000.000.002.000.001.60HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 83332227739200149062BaseVolumeInput [veh/h] MainStreetMainStreetHaggertyLaneName volumes 59 3/16/2016 Scenario 1: 1: Existing - AM BozemanTMPRobertPecciaandAssociates Version 4.00-00 Generated with FIntersectionLOS 4.84d_I, Intersection Delay [s/veh] AAEFApproachLOS 0.060.9549.6253.51d_A, Approach Delay [s/veh] 0.0021.2242.430.000.009.480.930.930.93104.69104.69104.6995th-Percentile Queue Length [ft] 0.000.851.700.000.000.380.040.040.044.194.194.1995th-Percentile Queue Length [veh] AABAAABFEEFFMovementLOS 0.000.0010.060.000.008.9412.3351.8349.6240.6978.8763.67d_M, Delay for Movement [s/veh] 0.000.000.000.000.010.110.000.000.010.080.000.60V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane FreeFreeStopStopPriorityScheme Intersection Settings 60 3/16/2016 Scenario 2: 2: Existing - PM BozemanTMPRobertPecciaandAssociates Version 4.00-00 Generated with 0.000VolumetoCapacity (v/c): FLevelOfService: 519.3Delay (sec / veh): 15minutesAnalysisPeriod: HCM2010AnalysisMethod: Two-waystopControlType: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00PocketLength [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach MainStreetMainStreetHaggertyLaneName Intersection Setup 0000PedestrianVolume [ped/h] 18298221601841011140116TotalAnalysisVolume [veh/h] 45246001502100028029Total15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600OtherAdjustmentFactor 0.80100.80101.00001.00000.80100.80101.00001.00001.00000.80101.00000.8010PeakHourFactor 150811214966910195097TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00GrowthRate 0.002.100.000.002.600.000.000.000.002.102.000.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 150811214966910195097BaseVolumeInput [veh/h] MainStreetMainStreetHaggertyLaneName volumes 59 4/1/2016 Scenario 2: 2: Existing - PM BozemanTMPRobertPecciaandAssociates Version 4.00-00 Generated with FIntersectionLOS 54.82d_I, Intersection Delay [s/veh] AADFApproachLOS 0.011.4528.92492.04d_A, Approach Delay [s/veh] 0.0050.32100.640.000.0011.950.990.990.99457.13457.13457.1395th-Percentile Queue Length [ft] 0.002.014.030.000.000.480.040.040.0418.2918.2918.2995th-Percentile Queue Length [veh] AAAAABBFEFFFMovementLOS 0.000.008.660.000.0011.8810.4568.7347.38470.29519.35513.41d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.140.000.000.010.250.001.64V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0001StorageArea [veh] NoNoFlaredLane FreeFreeStopStopPriorityScheme Intersection Settings 60 4/1/2016 Scenario 3: 3: Projected - AM BozemanTMPRobertPecciaandAssociates Version 4.00-00 Generated with 0.000VolumetoCapacity (v/c): FLevelOfService: 473.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM2010AnalysisMethod: Two-waystopControlType: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00PocketLength [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach MainStreetMainStreetHaggertyLaneName Intersection Setup 0000PedestrianVolume [ped/h] 136546331272152002790101TotalAnalysisVolume [veh/h] 34137113183800120025Total15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600OtherAdjustmentFactor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200PeakHourFactor 12951833120614400276097TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.561.561.561.561.561.561.561.561.561.561.561.56GrowthRate 3.603.300.000.002.503.300.000.000.002.000.001.60HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 83332227739200149062BaseVolumeInput [veh/h] MainStreetMainStreetHaggertyLaneName volumes 61 4/1/2016 Scenario 3: 3: Projected - AM BozemanTMPRobertPecciaandAssociates Version 4.00-00 Generated with FIntersectionLOS 32.86d_I, Intersection Delay [s/veh] AAFFApproachLOS 0.051.05114.49409.08d_A, Approach Delay [s/veh] 0.0052.90105.790.000.0015.184.384.384.38347.58347.58347.5895th-Percentile Queue Length [ft] 0.002.124.230.000.000.610.180.180.1813.9013.9013.9095th-Percentile Queue Length [veh] AABAAACFFFFFMovementLOS 0.000.0011.560.000.009.8219.68119.12114.49381.13473.57430.95d_M, Delay for Movement [s/veh] 0.000.010.010.000.010.170.000.000.060.120.001.55V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane FreeFreeStopStopPriorityScheme Intersection Settings 62 4/1/2016 Scenario 4: 4: Projected - PM BozemanTMPRobertPecciaandAssociates Version 4.00-00 Generated with 0.000VolumetoCapacity (v/c): FLevelOfService: 3,131.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM2010AnalysisMethod: Two-waystopControlType: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00PocketLength [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach MainStreetMainStreetHaggertyLaneName Intersection Setup 0000PedestrianVolume [ped/h] 2471334328161142021540158TotalAnalysisVolume [veh/h] 62333112042810139039Total15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600OtherAdjustmentFactor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200PeakHourFactor 2341265327741082021480151TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.561.561.561.561.561.561.561.561.561.561.561.56GrowthRate 0.002.100.000.002.600.000.000.000.002.102.000.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 150811214966910195097BaseVolumeInput [veh/h] MainStreetMainStreetHaggertyLaneName volumes 61 4/1/2016 Scenario 4: 4: Projected - PM BozemanTMPRobertPecciaandAssociates Version 4.00-00 Generated with FIntersectionLOS 334.58d_I, Intersection Delay [s/veh] AAFFApproachLOS 0.022.0489.953029.66d_A, Approach Delay [s/veh] 0.00195.31390.610.000.0027.036.756.756.75921.24921.24921.2495th-Percentile Queue Length [ft] 0.007.8115.620.000.001.080.270.270.2736.8536.8536.8595th-Percentile Queue Length [veh] AAAAACCFFFFFMovementLOS 0.000.009.410.000.0016.6718.25229.47161.662955.993131.583101.47d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.270.000.000.080.460.006.86V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0001StorageArea [veh] NoNoFlaredLane FreeFreeStopStopPriorityScheme Intersection Settings 62 4/1/2016