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2035 AM Mon Feb 29, 2016 12:27:14 Page 5-1 <br />OC Streetcar <br />Traffic Study Addendum <br />Santa Ana Blvd Reclassification <br />Level Of Service Computation Report <br />ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) <br />******************************************************************************** <br />Intersection #14 Bristol St/Santa Ana Blvd <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.605 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 29 Level Of Service: B <br />******************************************************************************** <br />Street Name: Bristol St Santa Ana Blvd <br />Approach: North Bound South Bound East Bound West Bound <br />Movement: L - T - R L - T - R L - T - R L - T - R <br />------------------------------------------------------------------------ <br />Control: Protected Protected Protected Protected <br />Rights: Include Include Include Include <br />Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 20 1115 75 60 1265 110 55 270 35 150 180 35 <br />Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Initial Bse: 20 1115 75 60 1265 110 55 270 35 150 180 35 <br />User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />PHF Volume: 20 1115 75 60 1265 110 55 270 35 150 180 35 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 20 1115 75 60 1265 110 55 270 35 150 180 35 <br />PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />FinalVolume: 20 1115 75 60 1265 110 55 270 35 150 180 35 <br />---------------------------II---------------II---------------II---------------I <br />Saturation Flow Module: <br />Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 <br />Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 <br />Lanes: 1.00 2.81 0.19 1.00 2.76 0.24 1.00 0.89 0.11 1.00 0.84 0.16 <br />Final Sat.: 1600 4779 321 1600 4692 408 1600 1505 195 1600 1423 277 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.23 0.23 0.04 0.27 0.27 0.03 0.18 0.18 0.09 0.13 0.13 <br />Crit Moves- **** **** **** **** <br />******************************************************************************** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />