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HomeMy WebLinkAbout018 Haggerty LOS Generated with �� Robert Peccia and Associates Bozeman TMP Version 4.00-00 Scenario 1: 1: Existing-AM Intersection Level Of Service Report Intersection 18: 18-Haggerty Lane/Main Street Control Type: Two-way stop Delay(sec/veh): 78.9 Analysis Method: HCM 2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Haggerty Lane Main Street Main Street Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration �"�► t�► �r r"► 1"t r"► 1 1 1 1 1 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 0 1 0 0 0 Pocket Length[ft] 100.00 Speed[mph] 30.00 30.00 30.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk No Yes No No volumes Name Haggerty Lane Main Street Main Street Base Volume Input[veh/h] 62 0 49 1 0 0 92 773 2 2 332 83 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 1.60 0.00 2.00 0.00 0.00 0.00 3.30 2.50 0.00 0.00 3.30 3.60 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 62 0 49 1 0 0 92 773 2 2 332 83 Peak Hour Factor 0.7700 0.7700 0.7700 0.7700 0.7700 0.7700 0.7700 0.7700 0.7700 0.7700 0.7700 0.7700 Other Adjustment Factor 0.9600 0.9600 0.9600 1.0000 1.0000 1.0000 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total 15-Minute Volume[veh/h] 19 0 15 0 0 0 29 243 1 1 105 26 Total Analysis Volume[veh/h] 77 0 61 1 0 0 116 974 3 3 418 105 Pedestrian Volume[ped/h] 0 3/16/2016 59 Generated with �� Robert Peccia and Associates Bozeman TMP Version 4.00-00 Scenario 1: 1: Existing-AM Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area[veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.60 0.00 0.08 0.01 0.00 0.00 0.11 0.00 d M,Delay for Movement[s/veh] 63.67 78.87 40.69 49.62 51.83 12.33 8.94 10.06 Movement LOS F F E E F B A A A B A A 95th-Percentile Queue Length[veh] 4.19 4.19 4.19 0.04 0.04 0.04 0.38 0.00 0.00 1.70 0.85 0.00 95th-Percentile Queue Length[ft] 104.69 104.69 104.69 0.93 0.93 0.93 9.48 0.00 0.00 42.43 21.22 0.00 d A,Approach Delay[s/veh] 53.51 49.62 0.95 0.06 Approach LOS F E A A d I,Intersection Delay[s/veh] 4.84 Intersection LOS F 3/16/2016 60 Generated with �� Robert Peccia and Associates Bozeman TMP Version 4.00-00 Scenario 2:2: Existing-PM Intersection Level Of Service Report Intersection 18: 18-Haggerty Lane/Main Street Control Type: Two-way stop Delay(sec/veh): 519.3 Analysis Method: HCM 2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Haggerty Lane Main Street Main Street Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration �"�► t�► �r r"► 1"t r"► 1 1 1 1 1 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 0 1 0 0 0 Pocket Length[ft] 100.00 Speed[mph] 30.00 30.00 30.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk No Yes No No volumes Name Haggerty Lane Main Street Main Street Base Volume Input[veh/h] 97 0 95 1 0 1 69 496 1 2 811 150 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 0.00 2.00 2.10 0.00 0.00 0.00 0.00 2.60 0.00 0.00 2.10 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 97 0 95 1 0 1 69 496 1 2 811 150 Peak Hour Factor 0.8010 1.0000 0.8010 1.0000 1.0000 1.0000 0.8010 0.8010 1.0000 1.0000 0.8010 0.8010 Other Adjustment Factor 0.9600 0.9600 0.9600 1.0000 1.0000 1.0000 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total 15-Minute Volume[veh/h] 29 0 28 0 0 0 21 150 0 0 246 45 Total Analysis Volume[veh/h] 116 0 114 1 0 1 84 601 1 2 982 182 Pedestrian Volume[ped/h] 0 4/1/2016 59 Generated with �� Robert Peccia and Associates Bozeman TMP Version 4.00-00 Scenario 2:2: Existing-PM Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area[veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 1.64 0.00 0.25 0.01 0.00 0.00 0.14 0.00 d M,Delay for Movement[s/veh] 513.41 519.35 470.29 47.38 68.73 10.45 11.88 8.66 Movement LOS F F F E F B B A A A A A 95th-Percentile Queue Length[veh] 18.29 18.29 18.29 0.04 0.04 0.04 0.48 0.00 0.00 4.03 2.01 0.00 95th-Percentile Queue Length[ft] 457.13 457.13 457.13 0.99 0.99 0.99 11.95 0.00 0.00 100.64 50.32 0.00 d A,Approach Delay[s/veh] 492.04 28.92 1.45 0.01 Approach LOS F D A A d I,Intersection Delay[s/veh] 54.82 Intersection LOS F 4/1/2016 60 Generated with �� Robert Peccia and Associates Bozeman TMP Version 4.00-00 Scenario 3:3:Projected-AM Intersection Level Of Service Report Intersection 18: 18-Haggerty Lane/Main Street Control Type: Two-way stop Delay(sec/veh): 473.6 Analysis Method: HCM 2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Haggerty Lane Main Street Main Street Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration �"�► t�► �r r"► 1"t r"► 1 1 1 1 1 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 0 1 0 0 0 Pocket Length[ft] 100.00 Speed[mph] 30.00 30.00 30.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk No Yes No No volumes Name Haggerty Lane Main Street Main Street Base Volume Input[veh/h] 62 0 49 1 0 0 92 773 2 2 332 83 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 1.60 0.00 2.00 0.00 0.00 0.00 3.30 2.50 0.00 0.00 3.30 3.60 Growth Rate 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 97 0 76 2 0 0 144 1206 3 3 518 129 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Other Adjustment Factor 0.9600 0.9600 0.9600 1.0000 1.0000 1.0000 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total 15-Minute Volume[veh/h] 25 0 20 1 0 0 38 318 1 1 137 34 Total Analysis Volume[veh/h] 101 0 79 2 0 0 152 1272 3 3 546 136 Pedestrian Volume[ped/h] 0 4/1/2016 61 Generated with �� Robert Peccia and Associates Bozeman TMP Version 4.00-00 Scenario 3:3:Projected-AM Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area[veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 1.55 0.00 0.12 0.06 0.00 0.00 0.17 0.01 d M,Delay for Movement[s/veh] 430.95 473.57 381.13 114.49 119.12 19.68 9.82 11.56 Movement LOS F F F F F C A A A B A A 95th-Percentile Queue Length[veh] 13.90 13.90 13.90 0.18 0.18 0.18 0.61 0.00 0.00 4.23 2.12 0.00 95th-Percentile Queue Length[ft] 347.58 347.58 347.58 4.38 4.38 4.38 15.18 0.00 0.00 105.79 52.90 0.00 d A,Approach Delay[s/veh] 409.08 114.49 1.05 0.05 Approach LOS F F A A d I,Intersection Delay[s/veh] 32.86 Intersection LOS F 4/1/2016 62 Generated with �� Robert Peccia and Associates Bozeman TMP Version 4.00-00 Scenario 4:4:Projected-PM Intersection Level Of Service Report Intersection 18: 18-Haggerty Lane/Main Street Control Type: Two-way stop Delay(sec/veh): 3,131.6 Analysis Method: HCM 2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Haggerty Lane Main Street Main Street Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration �"�► t�► �r r"► 1"t r"► 1 1 1 1 1 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 0 1 0 0 0 Pocket Length[ft] 100.00 Speed[mph] 30.00 30.00 30.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk No Yes No No volumes Name Haggerty Lane Main Street Main Street Base Volume Input[veh/h] 97 0 95 1 0 1 69 496 1 2 811 150 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 0.00 2.00 2.10 0.00 0.00 0.00 0.00 2.60 0.00 0.00 2.10 0.00 Growth Rate 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 151 0 148 2 0 2 108 774 2 3 1265 234 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Other Adjustment Factor 0.9600 0.9600 0.9600 1.0000 1.0000 1.0000 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total 15-Minute Volume[veh/h] 39 0 39 1 0 1 28 204 1 1 333 62 Total Analysis Volume[veh/h] 158 0 154 2 0 2 114 816 2 3 1334 247 Pedestrian Volume[ped/h] 0 4/1/2016 61 Generated with �� Robert Peccia and Associates Bozeman TMP Version 4.00-00 Scenario 4:4:Projected-PM Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area[veh] Two-Stage Gap Acceptance No No Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 6.86 0.00 0.46 0.08 0.00 0.00 0.27 0.00 d M,Delay for Movement[s/veh] 3101.47 3131.58 2955.99 161.66 229.47 18.25 16.67 9.41 Movement LOS F F F F F C C A A A A A 95th-Percentile Queue Length[veh] 36.85 36.85 36.85 0.27 0.27 0.27 1.08 0.00 0.00 15.62 7.81 0.00 95th-Percentile Queue Length[ft] 921.24 921.24 921.24 6.75 6.75 6.75 27.03 0.00 0.00 390.61 195.31 0.00 d A,Approach Delay[s/veh] 3029.66 89.95 2.04 0.02 Approach LOS F F A A d I,Intersection Delay[s/veh] 334.58 Intersection LOS F 4/1/2016 62