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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): 22.3 <br />Analysis Method: HCM 2010 Level Of Service: C <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.555 <br />Intersection Setup <br />Name <br />Zane Ave <br />Line Ave <br />Line Ave <br />Main St <br />Main St <br />181 st Ave <br />Approach <br />181 st Ave <br />Northbound <br />Base Volume Input [veh/h] <br />Southbound <br />125 <br />Eastbound <br />37 <br />55 <br />Westbound <br />Lane Configuration <br />477 <br />#7 I"► <br />1 <br />1 <br />31 <br />*1� <br />62 <br />l j r <br />1.0000 <br />1.0000 <br />i l F <br />Turning Movement <br />Left <br />Th1ru Right <br />Left <br />Thru Right <br />Left <br />Thru <br />Right <br />Left <br />Thru Right <br />Lane Width [ft] <br />12.00 <br />12.00 12.00 <br />12.00 <br />12.00 12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 12.00 <br />No. of Lanes in Pocket <br />2 <br />0 <br />1 <br />0 <br />1 <br />1.00 <br />1 <br />1 <br />0 <br />Pocket Length [ft] <br />225.00 <br />1.00 <br />75.00 <br />1.00 <br />175.00 <br />0 <br />75.00 <br />100.00 <br />0 <br />Speed [mph] <br />0 <br />30.00 <br />130.00 <br />0 <br />135.00 <br />0 <br />0 <br />Site -Generated Trips [veh/h] <br />40.00 <br />Grade [%] <br />0 <br />0.00 <br />0 <br />0.00 <br />0 <br />0.00 <br />0 <br />6 <br />0.00 <br />Crosswalk <br />Diverted Trips [veh/h] <br />Yes <br />0 <br />Yes <br />0 <br />Yes <br />0 <br />0 <br />Yes <br />volumes <br />Name <br />Zane Ave <br />Line Ave <br />Main St <br />181 st Ave <br />Base Volume Input [veh/h] <br />364 <br />125 <br />64 <br />37 <br />55 <br />204 <br />309 <br />477 <br />404 <br />31 <br />414 <br />62 <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 />4.00 <br />3.00 <br />3.00 <br />4.00 <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 />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 />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 />6 <br />0 <br />0 <br />Diverted Trips [veh/h] <br />TT <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 />Right -Turn on Red Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />364 <br />125 <br />64 <br />37 <br />55 <br />204 <br />309 <br />477 <br />404 <br />31 <br />414 <br />62 <br />Peak Hour Factor <br />0.9700 <br />0.9700 <br />0.9700 <br />0.9700 <br />0.9700 <br />0.9700 <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 />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 />94 <br />32 <br />16 <br />10 <br />14 <br />53 <br />80 <br />123 <br />104 <br />8 <br />107 <br />16 <br />Total Analysis Volume [veh/h] <br />375 <br />129 1 <br />66 <br />38 <br />57 <br />210 <br />319 <br />11 492 <br />416 <br />32 <br />427 <br />64 <br />Presence of On -Street Parking <br />No <br />No <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 />0 <br />Pedestrian Volume [ped/h] <br />10 <br />0 <br />0 <br />0 <br />Bicycle Volume [bicycles/h] <br />10 <br />0 <br />0 <br />0 <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D27 Line Avenue Operations <br />