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Appendix F - Capacity Analysis Backup <br />Generated with <br />PTV <br />Version 2020 (SP 0-3) <br />VASTO <br />Wiz:) Spack <br />SOLUTIONS <br />Volumes <br />Name <br />Base Volume Input [veh/h] <br />2 <br />34 <br />248 <br />210 <br />257 <br />19 <br />2 <br />320 <br />Base Volume Adjustment Factor <br />1.000 <br />1.000 <br />1.000 <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 />1.040 <br />1.040 <br />1.040 <br />1.0400 <br />1.0400 <br />1.0400 <br />1.0400 <br />1.0400 <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 />0 <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 />0 <br />0 <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 />Right Turn on Red Volume [veh/h] <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />2 <br />35 <br />258 <br />218 <br />267 <br />20 <br />2 <br />333 <br />Peak Hour Factor <br />0.916 <br />0.916 <br />0.916 <br />0.9160 <br />0.9160 <br />0.9160 <br />0.9160 <br />0.9160 <br />Other Adjustment Factor <br />1.000 <br />1.000 <br />1.000 <br />1.01— <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 />10 <br />70 <br />n <br />n <br />59 <br />73 <br />5 <br />1 <br />91 <br />Total Analysis Volume [veh/h] <br />2 <br />38 <br />282 <br />238 <br />291 <br />22 <br />2 <br />364 <br />Presence of On -Street Parking <br />No <br />No <br />No <br />No <br />No <br />No <br />On -Street Parking Maneuver Rate [/h] <br />0 <br />0 <br />0 <br />Local Bus Stopping Rate [/h] <br />ii <br />I 0 <br />U <br />i r <br />0 <br />I 0 <br />I 0 <br />I <br />I <br />I <br />I 0 <br />v_do, Outbound Pedestrian Volume crossing <br />0 <br />0 <br />v_di, Inbound Pedestrian Volume crossing <br />m 0 <br />0 <br />v_co, Outbound Pedestrian Volume crossing <br />0 <br />n <br />0 <br />v_ci, Inbound Pedestrian Volume crossing mi <br />0 <br />u <br />0 <br />v_ab, Corner Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />0 <br />Bicycle Volume [bicycles/h] <br />0 <br />0 <br />0 <br />Scenario 4: 4 2022 PM No -Build <br />F60 <br />