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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 2: Riverdale Drive and Llama Street <br />Control Type: Two-way stop Delay (sec / veh): 8.6 <br />Analysis Method: HCM 6th Edition Level Of Service: A <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.003 <br />Intersection Setup <br />Name <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />+ <br />+ <br />+ <br />+ <br />Turning Movement <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />U-tu <br />I Left <br />I Thru <br />I Right <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 />1 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 />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Entry Pocket Length [ft] <br />No. of Lanes in Exit Pocket <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Exit Pocket Length [ft] <br />Speed [mph] <br />30.00 <br />30.00 <br />30.00 <br />35.00 <br />Grade [%] <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Crosswalk <br />Yes <br />Yes <br />Yes <br />Yes <br />Volumes <br />Name <br />Base Volume Input [veh/h] <br />0 <br />0 <br />1 <br />3 <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />1 <br />0 <br />4 <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 />1.0000 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <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 />2.00 <br />2.00 <br />1 2.00 <br />1 2.00 <br />1 2.00 <br />Growth 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 />1.0000 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />In -Process Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <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 />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 />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 />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 />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 />0 <br />00 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />0 <br />0 <br />1 <br />3 <br />0 <br />0 <br />0 <br />0 <br />0 <br />11 <br />0 <br />4 <br />Peak Hour Factor <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.1 040 <br />.900 <br />0.900 <br />10.900 <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 />1.0000 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />Total 15-Minute Volume [veh/h] <br />0 <br />0 <br />0 <br />1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />Total Analysis Volume [veh/h] <br />0 <br />0 <br />1 <br />3 <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />1 <br />0 <br />4 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />0 <br />Scenario 2: 2 PM Exist <br />F20 <br />