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Generated with <br />Version 4.00-02 <br />Control Type: <br />Analysis Method <br />Analysis Period: <br />Intersection Setup <br />Appendix D - Capacity Analysis Backup <br />Spark <br />Intersection Level Of Service Report <br />Intersection 3: Twin Lakes Rd & Line Ave <br />Two-way stop Delay (sec / veh): 16.0 <br />HCM 2010 Level Of Service: C <br />15 minutes Volume to Capacity (v/c): 0.046 <br />Name <br />Twin Lakes Rd <br />Twin Lakes Rd <br />Line Ave <br />Line Ave <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />#11 r <br />I Imo► <br />+ <br />+ <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 />1 1 <br />0 1 <br />0 0 <br />0 0 <br />Pocket Length [ft] <br />100.00 100.00 <br />175.00 <br />1.0000 <br />1.0000 <br />Speed [mph] <br />40.00 <br />40.00 <br />30.00 <br />30.00 <br />Grade [%] <br />0.00 <br />0.00 10.00 <br />3.00 <br />0.00 <br />Crosswalk <br />Yes <br />Yes <br />Yes <br />Yes <br />volumes <br />Name <br />Twin Lakes Rd <br />Twin Lakes Rd <br />Line Ave <br />Line Ave <br />Base Volume Input [veh/h] <br />34 <br />63 <br />1 <br />1 <br />127 <br />375 <br />115 <br />3 <br />24 <br />4 <br />1 14 <br />1 <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 />4.00 <br />3.00 <br />3.00 <br />4.00 <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 />34 <br />63 <br />1 <br />1 <br />127 <br />375 <br />-115T <br />3 1 <br />24 <br />4 <br />1 14 1 <br />1 <br />Peak Hour Factor <br />0.9000 <br />1 0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />1 0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <br />0.9000 <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 />9 <br />1 18 <br />0 <br />0 <br />35 <br />104 <br />32 <br />1 <br />7 <br />1 <br />4 <br />0 <br />Total Analysis Volume [veh/h] <br />38 <br />70 <br />1 <br />1 <br />141 <br />417 <br />1287 <br />3 <br />27 <br />4 <br />16 <br />1 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />10 <br />10 <br />Line Avenue Operations <br />Scenario 1: 1: AM Existing <br />Traffic Impact Study D 6 Line Avenue Operations <br />