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EXHIBIT 2 <br /> Existing PM Mon Mar 5, 2012 12:47:01 Page 7-1 <br /> -------------------------------------------------------------------------------- <br /> Santa Ana Boulevard Grade Separation <br /> Existing Conditions <br /> -------------------------------------------------------------------------------- <br /> Level Of Service Computation Report <br /> 2000 HCM Operations Method (Base Volume Alternative) <br /> Intersection #6 I-5 SB Ramps/Santa Ana Blvd <br /> ******************************************************************************** <br /> Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.485 <br /> Loss Time (sec) : 12 Average Delay (sec/veh) : 26.4 <br /> Optimal Cycle: 40 Level Of Service: C <br /> Street Name: I-5 SB Ramps 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: Split Phase Split Phase Split Phase Split Phase <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 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 2 1 0 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Volume Module: <br /> Base Vol: 0 0 0 296 0 83 663 608 0 0 571 193 <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: 0 0 0 296 0 83 663 608 0 0 571 193 <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: 0 0 0 296 0 83 663 608 0 0 571 193 <br /> Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Reduced Vol: 0 0 0 296 0 83 663 608 0 0 571 193 <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: 0 0 0 296 0 83 663 608 0 0 571 193 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Saturation Flow Module: <br /> Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br /> Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 0.92 0.91 1.00 1.00 0.88 0.88 <br /> Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 2.24 0.76 <br /> Final Sat. : 0 0 0 3502 0 1615 3502 5187 0 0 3729 1261 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Capacity Analysis Module: <br /> Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.05 0.19 0.12 0.00 0.00 0.15 0.15 <br /> Crit Moves: **** **** **** <br /> Green/Cycle: 0.00 0.00 0.00 0.17 0.00 0.17 0.39 0.39 0.00 0.00 0.32 0.32 <br /> Volume/Cap: 0.00 0.00 0.00 0.49 0.00 0.29 0.49 0.30 0.00 0.00 0.49 0.49 <br /> Delay/Veh: 0.0 0.0 0.0 37.9 0.0 36.5 23.2 21.1 0.0 0.0 27.9 27.9 <br /> User DelAdj : 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 /> Adj Del/Veh: 0.0 0.0 0.0 37.9 0.0 36.5 23.2 21.1 0.0 0.0 27.9 27.9 <br /> LOS by Move: A A A D A D C C A A C C <br /> HCM2kAvgQ: 0 0 0 5 0 2 8 4 0 0 7 7 <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 />