Laserfiche WebLink
TSP PM Mon Feb 29, 2016 12:18:07 Page 10-1 <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 #9 Lacy St/Santa Ana Blvd <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.572 <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: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 1.15 0.99 0.99 1.15 0.99 <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.: 264 1146 264 515 773 386 55 1874 14 97 1741 86 <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 0.30 0.35 0.03 0.38 0.45 <br />Crit Moves- **** **** **** **** <br />******************************************************************************** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />