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2035 PM Tue Mar 8, 2016 13:22:50 Page 8-1 <br />OC Streetcar <br />HNTB Street Design Concept <br />2035 Conditions <br />Level Of Service Computation Report <br />ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) <br />******************************************************************************** <br />Intersection #7 Bush St/Santa Ana Blvd <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.650 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 33 Level Of Service: B <br />******************************************************************************** <br />Street Name: Bush 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: Permitted Permitted Permitted Permitted <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 1 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 90 335 0 0 215 115 0 0 0 45 825 75 <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: 90 335 0 0 215 115 0 0 0 45 825 75 <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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 <br />PHF Volume: 102 381 0 0 244 131 0 0 0 51 938 85 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 102 381 0 0 244 131 0 0 0 51 938 85 <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: 102 381 0 0 244 131 0 0 0 51 938 85 <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 0.94 0.94 1.00 1.00 0.94 1.00 0.94 1.00 1.00 1.00 <br />Lanes: 1.00 1.00 0.00 0.00 0.65 0.35 0.00 0.00 0.00 0.09 1.75 0.16 <br />Final Sat.: 1600 1700 0 0 1108 592 0 0 0 162 2968 270 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.06 0.22 0.00 0.00 0.22 0.22 0.00 0.00 0.00 0.03 0.32 0.32 <br />Crit Moves: **** **** **** <br />******************************************************************************** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />