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Generated with <br />Version 6.00-00 <br />Intersection Setup <br />Name <br />Edgewood Rd <br />1-5 NB Off Ramp <br />Approach <br />Westbound <br />Northwestbound <br />Lane Configuration <br />I 1 <br />( <br />f <br />Turning Movement <br />Left <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Right2 <br />Lane Width [ft] <br />12.00 <br />12.00 <br />12.00 <br />­UU <br />2.00 <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 />Pocket Length [ft] <br />]0.( <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />Speed [mph] <br />30.00 <br />30.00 <br />Grade [%] <br />0.00 <br />0.00 <br />Crosswalk <br />Yes <br />Yes <br />Volumes <br />Name <br />Edgewood Rd <br />1-5 NB Off Ramp <br />Base Volume Input [veh/h] <br />98 <br />0 <br />12 <br />106 <br />u <br />0 <br />631 <br />15 <br />Base Volume Adjustment Factor <br />1.0000 <br />---- <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 />Growth Rate <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 />Site -Generated Trips [veh/h] <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 />Pass -by Trips [veh/h] <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 />Other Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />98 <br />12 <br />106 <br />U <br />0 <br />631 <br />15 <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 />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 />Total 15-Minute Volume [veh/h] <br />25 <br />3 <br />27 <br />0 <br />0 <br />158 <br />4 <br />Total Analysis Volume [veh/h] <br />98 <br />12 <br />106 <br />0 <br />0 <br />631 <br />15 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />Bicycle Volume [bicycles/h] <br />0 <br />0 <br />Scenario 1: 1 EXAM <br />Santa Ana Main Place <br />Kimley-Horn <br />12/6/2018 <br />