Laserfiche WebLink
2035 AM Tue Mar 8, 2016 13:19:10 Page 6-1 <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 #5 Parton St/Santa Ana Blvd <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.549 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 26 Level Of Service: A <br />******************************************************************************** <br />Street Name: Parton 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 Protected Protected <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 1 1 0 1 0 1 1 0 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 20 5 130 105 10 25 40 555 125 90 660 95 <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: 20 5 130 105 10 25 40 555 125 90 660 95 <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: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 <br />PHF Volume: 24 6 159 128 12 30 49 677 152 110 805 116 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 24 6 159 128 12 30 49 677 152 110 805 116 <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: 24 6 159 128 12 30 49 677 152 110 805 116 <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 1.00 <br />Lanes: 0.13 0.03 0.84 0.91 0.09 1.00 1.00 1.63 0.37 1.00 1.75 0.25 <br />Final Sat.: 219 55 1426 1552 148 1600 1600 2775 625 1600 2972 428 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.11 0.11 0.08 0.08 0.02 0.03 0.24 0.24 0.07 0.27 0.27 <br />Crit Moves- **** **** **** **** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA <br />