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TSP PM Mon Feb 29, 2016 12:18:07 Page 12-1 <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 #11 Bush St/4th St <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.531 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 25 Level Of Service: A <br />******************************************************************************** <br />Street Name: Bush 4th <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 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 0 1 0 1 0 0 1 0 0 0 11 0 0 0 0 11 0 0 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 30 315 25 40 225 15 25 145 30 25 300 90 <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: 30 315 25 40 225 15 25 145 30 25 300 90 <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: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 <br />PHF Volume: 29 309 25 39 221 15 25 142 29 25 294 88 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 29 309 25 39 221 15 25 142 29 25 294 88 <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: 29 309 25 39 221 15 25 142 29 25 294 88 <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: 0.93 0.99 0.99 0.93 0.99 0.99 0.99 1.15 0.99 0.99 1.15 0.99 <br />Lanes: 1.00 0.93 0.07 1.00 0.94 0.06 0.12 0.73 0.15 0.06 0.72 0.22 <br />Final Sat.: 1576 1551 123 1576 1570 105 209 1417 251 101 1413 363 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.02 0.20 0.20 0.02 0.14 0.14 0.01 0.10 0.12 0.01 0.21 0.24 <br />Crit Moves- **** **** **** **** <br />******************************************************************************** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />