Laserfiche WebLink
TSP AM Mon Feb 29, 2016 12:16:35 Page 13-1 <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 #12 French St/4th St <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: French St 4th St <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 1 0 0 1 0 0 0 11 0 0 0 1 0 0 1 <br />------------ I---------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 5 20 170 95 150 20 10 350 10 55 200 50 <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 20 170 95 150 20 10 350 10 55 200 50 <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: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 <br />PHF Volume: 5 19 162 90 143 19 10 333 10 52 190 48 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 5 19 162 90 143 19 10 333 10 52 190 48 <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 19 162 90 143 19 10 333 10 52 190 48 <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 0.93 0.99 0.99 0.99 1.15 0.99 0.99 1.15 0.93 <br />Lanes: 0.03 0.10 0.87 1.00 0.88 0.12 0.03 0.94 0.03 0.22 0.78 1.00 <br />Final Sat.: 43 172 1460 1576 1477 197 45 1849 45 361 1533 1576 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.00 0.11 0.11 0.06 0.10 0.10 0.01 0.18 0.21 0.03 0.12 0.03 <br />Crit Moves- **** **** **** **** <br />******************************************************************************** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />