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2035 PM Tue Mar 8, 2016 13:22:51 Page 14-1 <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 #17 Main St/Santa Ana Blvd <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.852 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 66 Level Of Service: D <br />******************************************************************************** <br />Street Name: Main 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 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: 90 1395 0 0 1330 95 0 0 0 65 855 110 <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 1395 0 0 1330 95 0 0 0 65 855 110 <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: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 <br />PHF Volume: 97 1500 0 0 1430 102 0 0 0 70 919 118 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 97 1500 0 0 1430 102 0 0 0 70 919 118 <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: 97 1500 0 0 1430 102 0 0 0 70 919 118 <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 1.87 0.13 0.00 0.00 0.00 0.14 1.86 1.00 <br />Final Sat.: 1600 3400 0 0 3173 227 0 0 0 240 3160 1600 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.06 0.44 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0.04 0.29 0.07 <br />Crit Moves: **** **** **** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />