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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 />Spark <br />Intersection Level Of Service Report <br />Intersection 2: Line Ave & 5th St <br />Delay (sec / veh): 9.2 <br />Level Of Service: A <br />Volume to Capacity (v/c): 0.158 <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 />-35 <br />101 <br />-310 <br />26 <br />102 <br />-56 <br />Other Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />0 <br />0 <br />0 <br />141 <br />145 <br />0 <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 />0 <br />0 <br />0 <br />39 <br />40 <br />0 <br />Total Analysis Volume [veh/h] <br />0 <br />0 <br />0 <br />157 <br />161 <br />0 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />Line Avenue Operations <br />Scenario 4: 4: AM - Alt B <br />Traffic Impact Study D72 Line Avenue Operations <br />