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Generated with <br />Version 6.00-00 <br />Intersection Level Of Service Report <br />Intersection 1: Main St / Chapman Ave <br />Control Type: Signalized Delay (sec /veh): - <br />Analysis Method: ICU 1 Level Of Service: C <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.716 <br />Intersection Setup <br />Name <br />Main St <br />Main St <br />Chapman Ave <br />Chapman Ave <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />#1 #1 11 r <br />#1 11 r <br />#1 11 r <br />#1 11 r <br />Turning Movement <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Lane Width [ft] <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />No. of Lanes in Pocket <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 />Pocket Length [ft] <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.( <br />Speed [mph] <br />30.00 <br />30.00 <br />30.00 <br />30.00 <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 />Main St <br />Main St <br />Chapman Ave <br />Chapman Ave <br />Base Volume Input [veh/h] <br />196 <br />463 <br />108 <br />102 <br />855 <br />142 <br />143 <br />566 <br />371 <br />235 <br />429 <br />72 <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 />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <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 />0 <br />0 <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 />0 <br />0 <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 />196 <br />463 <br />108 <br />102 <br />855 <br />142 <br />143 <br />566 <br />371 <br />235 <br />429 <br />72 <br />Peak Hour 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 />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 />49 <br />116 <br />27 <br />26 <br />214 <br />36 <br />36 <br />142 <br />93 <br />59 <br />107 <br />18 <br />Total Analysis Volume [veh/h] <br />196 <br />1 463 <br />1 108 <br />102 <br />855 <br />142 <br />143 <br />566 <br />371 <br />235 <br />429 <br />72 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />0 <br />Bicycle Volume [bicycles/h] <br />0 <br />0 <br />0 <br />0 <br />Scenario 1: 1 EXAM <br />Santa Ana Main Place <br />Kimley-Horn <br />12/6/2018 <br />