Laserfiche WebLink
Generated with <br />PTV <br />Version 2020 (SP 0-3) <br />VIST O <br />Wiz:) Spack <br />SOLUTIONS <br />Intersection Setup <br />Name <br />Approach <br />Northwestbound <br />Southeastbound <br />Lane Configuration <br />irr <br />"I <br />r <br />Turning Movement <br />Left <br />Thru <br />Thru <br />Right <br />Left <br />Left <br />Thru <br />Right <br />Lane Width [ft] <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 />1 <br />1 <br />1 <br />1 <br />Entry Pocket Length [ft] <br />225.00 <br />290.00 <br />280.00 <br />280.00 <br />No. of Lanes in Exit Pocket <br />0 <br />0 <br />0 <br />0 <br />Exit Pocket Length [ft] <br />I <br />I <br />I <br />I <br />I <br />I <br />Speed [mph] <br />30.00 <br />30.00 <br />Grade [%] <br />0.00 <br />0.00 <br />Crosswalk <br />Yes <br />Yes <br />Volumes <br />Name <br />Base Volume Input [veh/h] <br />2 <br />4 <br />14 <br />187 <br />7 <br />10 <br />Base Volume Adjustment Factor <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 />Growth Factor <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 />Site -Generated Trips [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Diverted Trips [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Pass -by Trips [veh/h] <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 />Other Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />3 <br />6 <br />21 <br />279 <br />10 <br />15 <br />Peak Hour Factor <br />0.9430 <br />0.9430 <br />0.9430 <br />0.9430 <br />0.9430 <br />0.9430 <br />Other Adjustment Factor <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 />1 <br />2 <br />6 <br />74 <br />3 <br />4 <br />Total Analysis Volume [veh/h] <br />3 <br />I 6 <br />I <br />I 22 <br />296 <br />I <br />I 11 <br />I 16 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />Scenario 11: 11 Mitigated 2040 AM Build <br />