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Appendix F - Capacity Analysis Backup <br />Generated with `:) S a c k <br />'SOLUTIONS <br />Version 2020 (SP 0-3) <br />Intersection Level Of Service Report <br />Intersection 3: Riverdale Drive/Armostrong Boulevard and EB Hwy 10 Ramp <br />Control Type: Two-way stop Delay (sec / veh): 11.1 <br />Analysis Method: HCM 6th Edition Level Of Service: B <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.007 <br />Intersection Setup <br />Name <br />Approach <br />Southbound <br />Northeastbound <br />Southwestbound <br />Lane Configuration <br />) I r <br />#"I P <br />Turning Movement <br />Left <br />Thru <br />Right <br />Right <br />Left <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <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 />0 <br />0 <br />1 <br />1 <br />0 <br />0 <br />Entry Pocket Length [ft] <br />300.00 <br />300.00 <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 />Speed [mph] <br />35.00 <br />35.00 <br />Grade [%] <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 />0 <br />0 <br />1 <br />2 <br />1 <br />18 <br />13 <br />243 <br />Base Volume Adjustment Factor <br />0000 <br />1.00c <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 />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <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 />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 />0 <br />0 <br />Other Volume [veh/h] <br />J <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />0 <br />0 <br />1 <br />2 <br />1 <br />18 <br />13 <br />243 <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 />0 <br />1 <br />0 <br />5 <br />3 <br />64 <br />Total Analysis Volume [veh/h] <br />1 <br />2 <br />1 <br />19 <br />14 <br />258 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />Scenario 1: 1 AM Exist <br />F6 <br />