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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): 13.8 <br />Level Of Service: B <br />Volume to Capacity (v/c): 0.099 <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 />35 <br />101 <br />310 <br />115 <br />43 <br />56 <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 />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 />Total Hourly Volume [veh/h] <br />35 <br />101 <br />310 <br />115 <br />43 <br />56 <br />Peak Hour Factor <br />0.9000 <br />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 />Total 15 -Minute Volume [veh/h] <br />10 <br />28 <br />86 <br />32 <br />12 <br />16 <br />Total Analysis Volume [veh/h] <br />39 <br />112 <br />344 <br />128 <br />48 <br />62 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />Line Avenue Operations <br />Scenario 1: 1: AM Existing <br />Traffic Impact Study D 4 Line Avenue Operations <br />