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EXHIBIT 2 <br /> Existing PM Mon Mar 5, 2012 12:46:56 Page 6-1 <br /> -------------------------------------------------------------------------------- <br /> Santa Ana Boulevard Grade Separation <br /> Existing Conditions <br /> -------------------------------------------------------------------------------- <br /> Level Of Service Computation Report <br /> 2000 HCM Unsignalized Method (Base Volume Alternative) <br /> ******************************************************************************** <br /> Intersection #5 Fuller St/Santa Ana Blvd <br /> ******************************************************************************** <br /> Average Delay (sec/veh) : 4.2 Worst Case Level Of Service: F[132.0] <br /> Street Name: Fuller 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 /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Control: Stop Sign Stop Sign Uncontrolled Uncontrolled <br /> Rights: Include Include Include Include <br /> Lanes: 0 1 0 0 1 0 1 0 0 1 0 0 1! 0 0 0 0 1! 0 0 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Volume Module: <br /> Base Vol: 24 0 82 16 1 6 7 1149 15 14 648 3 <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: 24 0 82 16 1 6 7 1149 15 14 648 3 <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 : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> PHF Volume: 24 0 82 16 1 6 7 1149 15 14 648 3 <br /> Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> FinalVolume: 24 0 82 16 1 6 7 1149 15 14 648 3 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Critical Gap Module: <br /> Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx <br /> FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Capacity Module: <br /> Cnflict Vol: 1852 1850 1157 1889 1856 650 651 xxxx xxxxx 1164 xxxx xxxxx <br /> Potent Cap. : 58 75 241 54 75 473 945 xxxx xxxxx 607 xxxx xxxxx <br /> Move Cap. : 55 73 241 35 72 473 945 xxxx xxxxx 607 xxxx xxxxx <br /> Volume/Cap: 0.44 0.00 0.34 0.46 0.01 0.01 0.01 xxxx xxxx 0.02 xxxx xxxx <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Level Of Service Module: <br /> 2Way95thQ: xxxx xxxx 1.4 xxxx xxxx 0.0 0.0 xxxx xxxxx 0.1 xxxx xxxxx <br /> Control Del:xxxxx xxxx 27.4 xxxxx xxxx 12.7 8.8 xxxx xxxxx 11.1 xxxx xxxxx <br /> LOS by Move: * * D * * B A * * B <br /> Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT <br /> Shared Cap. : 55 xxxx xxxxx 36 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx <br /> SharedQueue: 1.6 xxxx xxxxx 1.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx <br /> Shrd ConDel:114.0 xxxx xxxxx 174.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx <br /> Shared LOS: F * * F <br /> ApproachDel: 47.0 132.0 xxxxxx xxxxxx <br /> ApproachLOS: E F <br /> ******************************************************************************** <br /> Note: Queue reported is the number of cars per lane. <br /> Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to AECOM, LOS ANGELES <br />