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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Spark <br />Intersection Level Of Service Report <br />Intersection 5: Line Ave & Main St <br />Control Type: Signalized Delay (sec / veh): 9.3 <br />Analysis Method: HCM 2010 Level Of Service: A <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.423 <br />Intersection Setup <br />Name <br />Zane Ave <br />Main St <br />Main St <br />181st Ave <br />Approach <br />364 <br />Northbound <br />Eastbound <br />404 <br />31 <br />Westbound <br />Lane Configuration <br />1.0000 <br />i i r <br />11 r <br />1.0000 <br />1.0000 <br />*111 <br />Turning Movement <br />Left <br />Right <br />Thru <br />Right <br />Left <br />Thru <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 Pocket <br />2 <br />0 <br />0 <br />1 <br />1 <br />0 <br />Pocket Length [ft] <br />225.00 <br />0 <br />0 <br />75.00 <br />100.00 <br />0 <br />Speed [mph] <br />0 <br />30.00 <br />35.00 <br />0 <br />0 <br />40.00 <br />Grade [%] <br />0 <br />0.00 <br />0.00 <br />0 <br />0 <br />0.00 <br />Crosswalk <br />62 <br />Yes <br />Yes <br />0 <br />55 <br />Yes <br />volumes <br />Name <br />Zane Ave <br />Main St <br />181st Ave <br />Base Volume Input [veh/h] <br />364 <br />64 <br />477 <br />404 <br />31 <br />414 <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 />4.00 <br />3.00 <br />3.00 <br />4.00 <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 />62 <br />63 <br />155 <br />0 <br />55 <br />205 <br />Other Volume [veh/h] <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 />0 <br />Total Hourly Volume [veh/h] <br />426 <br />127 <br />632 <br />404 <br />86 <br />619 <br />Peak Hour Factor <br />0.9700 <br />0.9700 <br />0.9700 <br />0.9700 <br />0.9700 <br />0.9700 <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 />110 <br />33 <br />163 <br />104 <br />22 <br />160 <br />Total Analysis Volume [veh/h] <br />439 <br />131 <br />652 <br />416 <br />89 <br />638 <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 />Local Bus Stopping Rate [/h] <br />0 <br />0 <br />0 <br />Pedestrian Volume [ped/h] 10 <br />10 <br />10 <br />Bicycle Volume [bicycles/h] <br />0 <br />0 <br />0 <br />Line Avenue Operations <br />Scenario 6: 6: PM - Alt C <br />Traffic Impact Study D129 Line Avenue Operations <br />