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2035 AM Tue Mar 8, 2016 13:19:10 Page 13-1 <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 #15 Broadway/Santa Ana Blvd <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.736 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 41 Level Of Service: C <br />******************************************************************************** <br />Street Name: Broadway 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 2 0 0 0 0 1 1 0 0 0 0 0 0 0 1 1 0 1 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 45 635 0 0 615 265 0 0 0 25 795 70 <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: 45 635 0 0 615 265 0 0 0 25 795 70 <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: 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 <br />PHF Volume: 58 825 0 0 799 344 0 0 0 32 1032 91 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 58 825 0 0 799 344 0 0 0 32 1032 91 <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: 58 825 0 0 799 344 0 0 0 32 1032 91 <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 0.94 <br />Lanes: 1.00 2.00 0.00 0.00 1.40 0.60 0.00 0.00 0.00 0.06 1.94 1.00 <br />Final Sat.: 1600 3400 0 0 2376 1024 0 0 0 104 3296 1600 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.04 0.24 0.00 0.00 0.34 0.34 0.00 0.00 0.00 0.02 0.31 0.06 <br />Crit Moves: **** **** **** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />