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EXHIBIT 2 <br /> MITIG8 - Existing PM Thu May 3, 2012 10:35:54 Page 1-1 <br /> -------------------------------------------------------------------------------- <br /> Santa Ana Boulevard Grade Separation <br /> Existing Conditions <br /> -------------------------------------------------------------------------------- <br /> Level Of Service Computation Report <br /> 2000 HCM Operations Method (Future Volume Alternative) <br /> Intersection #7 Grand Ave/Santa Ana Blvd <br /> Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.586 <br /> Loss Time (sec) : 12 Average Delay (sec/veh) : 25.7 <br /> Optimal Cycle: 47 Level Of Service: C <br /> Street Name: Grand Ave 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: Protected Protected 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: 1 0 2 1 0 1 0 2 0 2 2 0 1 0 2 0 1 0 1 0 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Volume Module: <br /> Base Vol: 150 1573 19 44 573 372 269 207 323 31 145 65 <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: 150 1573 19 44 573 372 269 207 323 31 145 65 <br /> Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Initial Fut: 150 1573 19 44 573 372 269 207 323 31 145 65 <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: 150 1573 19 44 573 372 269 207 323 31 145 65 <br /> Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Reduced Vol: 150 1573 19 44 573 372 269 207 323 31 145 65 <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 /> FinalV31ume: 150 1573 19 44 573 372 269 207 323 31 145 65 <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: 0.95 0.91 0.91 0.95 0.95 0.75 0.92 1.00 0.75 0.91 0.91 0.91 <br /> Lanes: 1.00 2.96 0.04 1.00 2.00 2.00 2.00 1.00 2.00 0.26 1.20 0.54 <br /> Final Sat. : 1805 5115 62 1805 3610 2842 3502 1900 2842 443 2073 929 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Capacity Analysis Module: <br /> Vol/Sat: 0.08 0.31 0.31 0.02 0.16 0.13 0.08 0.11 0.11 0.07 0.07 0.07 <br /> Crit Moves: **** **** **** **** <br /> Green/Cycle: 0.19 0.52 0.52 0.04 0.37 0.37 0.19 0.19 0.19 0.12 0.12 0.12 <br /> Volume/Cap: 0.43 0.59 0.59 0.59 0.43 0.35 0.40 0.56 0.59 0.59 0.59 0.59 <br /> Delay/Veh: 36.2 16.6 16.6 58.5 23.7 22.9 35.6 38.4 38.3 43.9 43.9 43.9 <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: 36.2 16.6 16.6 58.5 23.7 22.9 35.6 38.4 38.3 43.9 43.9 43.9 <br /> LOS by Move: D B B E C C D D D D D D <br /> HCM2kAvgQ: 4 12 12 2 7 5 4 6 5 5 5 5 <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 />