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2035 AM Mon Feb 29, 2016 12:27:14 Page 4-1 <br />OC Streetcar <br />Traffic Study Addendum <br />Santa Ana Blvd Reclassification <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): 0.460 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 22 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: 5 15 45 245 10 15 30 300 75 70 345 190 <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: 5 15 45 245 10 15 30 300 75 70 345 190 <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: 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 <br />PHF Volume: 5 14 41 225 9 14 28 275 69 64 317 174 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 5 14 41 225 9 14 28 275 69 64 317 174 <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: 5 14 41 225 9 14 28 275 69 64 317 174 <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: 1.00 1.00 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.94 1.00 0.94 <br />Lanes: 0.08 0.23 0.69 0.96 0.04 1.00 1.00 0.80 0.20 1.00 1.00 1.00 <br />Final Sat.: 131 392 1177 1633 67 1600 1600 1360 340 1600 1700 1600 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.00 0.04 0.04 0.13 0.14 0.01 0.02 0.20 0.20 0.04 0.19 0.11 <br />Crit Moves- **** **** **** **** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />