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2035 PM Tue Mar 8, 2016 13:22:50 Page 10-1 <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 #9 Lacy St/Santa Ana Blvd <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.565 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 27 Level Of Service: A <br />******************************************************************************** <br />Street Name: Lacy 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 />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 0 11 0 0 0 0 11 0 0 0 0 11 0 0 <br />------------ I---------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 15 65 15 20 30 15 20 580 5 45 690 40 <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 65 15 20 30 15 20 580 5 45 690 40 <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: 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 <br />PHF Volume: 14 62 14 19 29 14 19 558 5 43 663 38 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 14 62 14 19 29 14 19 558 5 43 663 38 <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: 14 63 14 19 29 14 19 558 5 43 663 38 <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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lanes: 0.16 0.68 0.16 0.31 0.46 0.23 0.03 0.96 0.01 0.06 0.89 0.05 <br />Final Sat.: 268 1163 268 523 785 392 56 1630 14 99 1514 88 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.05 0.05 0.01 0.04 0.04 0.01 0.34 0.34 0.03 0.44 0.44 <br />Crit Moves- **** **** **** **** <br />******************************************************************************** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />