Laserfiche WebLink
Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Intersection Level Of Service Report <br />Intersection 6: Twin Lakes Rd & 181st Ave <br />Control Type: All -way stop Delay (sec / veh) <br />Analysis Method: HCM 2010 Level Of Service: <br />Analysis Period: 15 minutes <br />Intersection Setup <br />Spark <br />12.1 <br />B <br />Name <br />Twin Lakes Rd <br />Twin Lakes Rd <br />181 st Ave <br />181 st Ave <br />Approach <br />Northeasttbiound <br />Southwestbound <br />Northwestbound <br />Southeastbound <br />Lane Configuration <br />1 41 I I"► <br />1 <br />11 1 F <br />1T1hr1u <br />#11F <br />11 1 F <br />1Thru <br />Turning Movement <br />Left T1hru Right <br />Left Right <br />Left Thru Right <br />Left Right <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 />2 0 <br />1 0 <br />1 0 <br />1 0 <br />Pocket Length [ft] <br />200.00FF <br />175.00 <br />175.00 <br />175.00 <br />Speed [mph] <br />40.00 <br />40.00 <br />40.00 <br />40.00 <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 />Twin Lakes Rd <br />Twin Lakes Rd <br />181 st Ave <br />181 st Ave <br />Base Volume Input [veh/h] <br />161 <br />178 <br />83 <br />19 <br />64 <br />27 <br />78 <br />327 <br />37 <br />78 <br />416 <br />92 <br />Base Volume Adjustment Factor <br />1.0000 <br />1 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 />4.00 <br />3.00 <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 />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 />Total Hourly Volume [veh/h] <br />161 <br />178 <br />83 <br />19 <br />64 <br />27 <br />78 <br />327 <br />37 <br />78 <br />416 <br />92 <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 />1 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 />41 <br />1 46 <br />21 <br />5 <br />16 <br />7 <br />20 <br />84 <br />10 <br />20 <br />107 <br />24 <br />Total Analysis Volume [veh/h] <br />166 <br />184 <br />86 <br />20 <br />66 <br />28 <br />807 <br />337 <br />38 <br />80 <br />429 <br />95 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />10 <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D31 Line Avenue Operations <br />