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TSP PM Mon Feb 29, 2016 12:18:07 Page 4-1 <br />OC Streetcar <br />Traffic Study Addendum <br />2035 With Transit Signal Priority ICO Results <br />Level Of Service Computation Report <br />ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) <br />******************************************************************************** <br />Intersection #3 Shelton St/Santa Ana Blvd <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.554 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 26 Level Of Service: A <br />******************************************************************************** <br />Street Name: Shelton 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: 0 0 11 0 0 0 1 0 0 1 1 0 0 1 0 1 0 1 0 1 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 15 25 95 165 30 45 20 350 85 10 760 145 <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: 15 25 95 165 30 45 20 350 85 10 760 145 <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: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 <br />PHF Volume: 13 22 83 143 26 39 17 304 74 9 661 126 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 13 22 83 143 26 39 17 304 74 9 661 126 <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: 13 22 83 143 26 39 17 304 74 9 661 126 <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: 0.99 0.99 0.99 0.99 0.99 0.93 0.93 1.15 0.99 0.93 1.15 0.93 <br />Lanes: 0.11 0.19 0.70 0.85 0.15 1.00 1.00 0.80 0.20 1.00 1.00 1.00 <br />Final Sat.: 186 310 1178 1417 258 1576 1576 1573 327 1576 1955 1576 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.07 0.07 0.08 0.10 0.02 0.01 0.19 0.23 0.01 0.34 0.08 <br />Crit Moves- **** **** **** **** <br />******************************************************************************** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />