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Generated with LM�, <br />Version 6.00-00 <br />Intersection Level Of Service Report <br />Intersection 6: Main St / Main Place Dr -Tom and Country <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): 0.466 <br />Intersection Setup <br />Name <br />Main St <br />Main St <br />Main Place Dr <br />Town and Country <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />1411111- <br />#1#1111r <br />#111r <br />#111rr <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 />Main Place Dr <br />Town and Country <br />Base Volume Input [veh/h] <br />35 <br />762 <br />125 <br />238 <br />1178 <br />40 <br />18 <br />56 <br />72 <br />254 <br />55 <br />448 <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 />35 <br />762 <br />125 <br />238 <br />1178 <br />40 <br />18 <br />56 <br />72 <br />254 <br />55 <br />448 <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 />9 <br />191 <br />31 <br />60 <br />295 <br />10 <br />5 <br />14 <br />18 <br />64 <br />14 <br />112 <br />Total Analysis Volume [veh/h] <br />35 <br />1 762 <br />1 125 <br />238 <br />1178 <br />40 <br />18 <br />56 <br />72 <br />254 <br />55 <br />448 <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 />