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Generated with <br />PTV <br />Version 2020 (SP 0-3) <br />VIST O <br />Wiz:) Spack <br />SOLUTIONS <br />Control Type: <br />Analysis Method: <br />Analysis Period: <br />Intersection Setup <br />Intersection Level Of Service Report <br />Intersection 1: HWY 10 and Bowers Drive <br />Two-way stop Delay (sec / veh): <br />HCM 6th Edition Level Of Service: <br />15 minutes <br />Volume to Capacity (v/c): <br />45.7 <br />E <br />0.365 <br />Name <br />Approach <br />Northbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />r <br />Turning Movement <br />Left <br />Right <br />U-turn <br />Thru <br />Right <br />U-turn <br />Left <br />Thru <br />Lane Width [ft] <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />No. of Lanes in Entry Pocket <br />0 <br />0 <br />1 <br />1 <br />1 <br />0 <br />Entry Pocket Length [ft] <br />325.00 <br />225.00 <br />360.00 <br />No. of Lanes in Exit Pocket <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Exit Pocket Length [ft] <br />I <br />I <br />I <br />I <br />I <br />Speed [mph] <br />30.00 <br />65.00 <br />65.00 <br />Grade [%] <br />0.00 <br />0.00 <br />0.00 <br />Crosswalk <br />Yes <br />Yes <br />Yes <br />Volumes <br />Name <br />Base Volume Input [veh/h] <br />5 <br />16 <br />1 <br />1736 <br />2 <br />0 <br />4 <br />895 <br />Base Volume Adjustment Factor <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />Heavy Vehicles Percentage [%] <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />Growth Factor <br />1.4900 <br />1.4900 <br />1.4900 <br />1.4900 <br />1.4900 <br />1.4900 <br />1.4900 <br />1.4900 <br />In -Process Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Site -Generated Trips [veh/h] <br />0 <br />23 <br />0 <br />0 <br />17 <br />0 <br />5 <br />45 <br />Diverted Trips [veh/h] <br />-7 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />7 <br />Pass -by Trips [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Existing Site Adjustment Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Other Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />0 <br />47 <br />1 <br />2587 <br />20 <br />0 <br />11 <br />1386 <br />Peak Hour Factor <br />0.9470 <br />0.9470 <br />0.9470 <br />0.9470 <br />0.9470 <br />0.9470 <br />0.9470 <br />0.9470 <br />Other Adjustment Factor <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />Total 15-Minute Volume [veh/h] <br />0 <br />12 <br />0 <br />683 <br />5 <br />0 <br />3 <br />366 <br />Total Analysis Volume [veh/h] <br />0 <br />I 50 <br />1 <br />I 2732 <br />I 21 <br />0 <br />I 12 <br />I 1464 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />Scenario 11: 11 Mitigated 2040 AM Build <br />