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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Control Type: Two-way stop <br />Analysis Method: HCM 2010 <br />Analysis Period: 15 minutes <br />Intersection Setup <br />Spark <br />Intersection Level Of Service Report <br />Intersection 1: Dodge Ave & 5th St <br />Delay (sec / veh): 14.1 <br />Level Of Service: B <br />Volume to Capacity (v/c): 0.004 <br />Name <br />Parking Lot <br />Dodge Ave <br />5th St <br />5th St <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />+ <br />Base Volume Input [veh/h] <br />1 <br />Turning Movement <br />Left Thru Right <br />Left Thru Right <br />Left Thru Right <br />Left Thru TRght <br />Lane Width [ft] <br />12.00 12.00 12.00 <br />12.00 12.00 12.00 <br />12.00 12.00 12.00 <br />12.00 12.00 12.00 <br />No. of Lanes in Pocket <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />Pocket Length [ft] <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />Speed [mph] <br />30.00 <br />30.00 <br />30.00 <br />130.00 <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 />Parking Lot <br />Dodge Ave <br />5th St <br />5th St <br />Base Volume Input [veh/h] <br />1 <br />2 <br />2 <br />168 <br />2 <br />5 <br />54 <br />33 <br />3 <br />3 1 <br />40 <br />206 <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 />1.0000 <br />1.0000 <br />1.0000 <br />Heavy Vehicles Percentage [%] <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />Growth Rate <br />1.00 <br />1 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <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 />_77-6 <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 />_77-6 <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 />_77-6 <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 />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 />Other 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 />Total Hourly Volume [veh/h] <br />1 <br />2 <br />2 <br />168 <br />2 <br />5 <br />54 <br />33 <br />3 <br />3 <br />40 <br />206 <br />Peak Hour Factor <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <br />0.9100 <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 />1.0000 <br />1.0000 <br />1.0000 <br />Total 15 -Minute Volume [veh/h] <br />0 <br />1 <br />1 <br />46 <br />1 <br />1 <br />15 <br />9 <br />1 <br />1 <br />11 <br />57 <br />Total Analysis Volume [veh/h] <br />1 <br />2 <br />2 <br />185 <br />2 <br />5 <br />59 <br />36 <br />3 <br />3 <br />44 <br />226 <br />Pedestrian Volume [ped/h] <br />0 <br />10 <br />10 <br />0 <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D 19 Line Avenue Operations <br />