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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 />Snack <br />Intersection Level Of Service Report <br />Intersection 2: Line Ave & 5th St <br />Delay (sec / veh): 11.8 <br />Level Of Service: B <br />Volume to Capacity (v/c): 0.367 <br />Name <br />Line Ave <br />Line Ave <br />5th St <br />Approach <br />Northeastbound <br />Southwestbound <br />Southeastbound <br />Lane Configuration <br />I <br />i r <br />Ir <br />Turning Movement <br />Left Thru <br />Thru Right <br />Left Right <br />Lane Width [ft] <br />12.00 12.00 <br />12.00 12.00 <br />12.00 12.00 <br />No. of Lanes in Pocket <br />0 0 <br />0 1 <br />0 0 <br />Pocket Length [ft] <br />3.00 <br />150.00 <br />3.00 <br />Speed [mph] <br />30.00 <br />30.00 <br />30.00 <br />Grade [%] <br />0.00 <br />0.00 <br />0.00 <br />Crosswalk <br />Yes <br />Yes <br />Yes <br />volumes <br />Name <br />Line Ave <br />Line Ave <br />5th St <br />Base Volume Input [veh/h] <br />128 <br />320 <br />168 <br />98 <br />80 <br />71 <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 />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />Growth Rate <br />1.00 <br />1.00 <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 />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 />-123 <br />-252 <br />-133 <br />89 <br />224 <br />-42 <br />Other Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />5 <br />68 <br />35 <br />187 <br />304 <br />29 <br />Peak Hour Factor <br />0.9500 <br />0.9500 <br />0.9500 <br />0.9500 <br />0.9500 <br />0.9500 <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 />18 <br />9 <br />49 <br />80 <br />8 <br />Total Analysis Volume [veh/h] <br />5 <br />72 <br />37 <br />197 <br />320 <br />31 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />Line Avenue Operations <br />Scenario 6: 6: PM - Alt C <br />Traffic Impact Study D123 Line Avenue Operations <br />