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Generated with LM�, <br />Version 6.00-00 <br />Intersection Level Of Service Report <br />Intersection 9: Broadway / MainPlace Or <br />Control Type: Signalized Delay (sec /veh): - <br />Analysis Method: ICU 1 Level Of Service: A <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.514 <br />Intersection Setup <br />Name <br />Broadway <br />Broadway <br />MainPlace Dr <br />MainPlace Dr <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />#1 11 r <br />A l <br />A 1 I r <br />A1 A11 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 />Broadway <br />Broadway <br />MainPlace Dr <br />MainPlace Dr <br />Base Volume Input [veh/h] <br />100 <br />69 <br />333 <br />19 <br />56 <br />3 <br />1 <br />13 <br />178 <br />465 <br />7 <br />16 <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 />100 <br />69 <br />333 <br />19 <br />56 <br />3 <br />1 <br />13 <br />178 <br />465 <br />7 <br />16 <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 />25 <br />17 <br />83 <br />5 <br />14 <br />1 <br />0 <br />3 <br />45 <br />116 <br />2 <br />4 <br />Total Analysis Volume [veh/h] <br />100 <br />69 <br />333 <br />19 <br />56 <br />3 <br />1 <br />13 <br />178 <br />465 <br />7 <br />16 <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 MainPlace <br />Kimley-Horn <br />12/6/2018 <br />