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<br /> SHORT REPORT <br />~'" :;-: .:.<' :::__ , , W ,.-1,_,'. > ":'_, __ .,: /,' ;' : ' <br />~l(.._I. . <br />Analyst JAR Intersection Grand/Sa-55 Off-Ramp <br />Agency or Co. Kimley-Horn and Associates Area Type All other areas <br />Date Performed 4/6/06 Jurisdiction City of Santa Ana <br />Time Period PM Peak Period Analysis Year proj ao Year + proj <br /> EB WB NB SB <br /> LT TH RT LT TH RT LT TH RT LT TH RT <br />Num. of Lanes 0 0 0 1 0 1 0 2 0 0 3 0 <br />Lane group L R T T <br />Volume (vph) 322 349 674 708 <br />% Heavv veh 0 0 0 0 <br />PHF 0.95 0.95 0.95 0.95 <br />Actuated (P/A) A A A A <br />Startup lost time 2.0 2.0 2.0 2.0 <br />Ext. eff. Qreen 2.0 2.0 2.0 2.0 <br />Arrival tvpe 3 3 3 3 <br />Unit Extension 3.0 3.0 3.0 3.0 <br />Ped/Bike/RTOR Volume 0 0 0 <br />Lane Width 12.0 12.0 12.0 12.0 <br />Parking/Grade/Parking N N N 0 N N 0 N N 0 N <br />Parking/hr <br />Bus stops/hr 0 0 0 0 <br />Unit Extension 3.0 3.0 3.0 3.0 <br />PhasinQ WB Only 02 03 04 Thru Only 06 07 08 <br />Timing G= 38.0 G= G= G= G = 44.0 G= G= G= <br />Y= 4 Y= Y= Y= Y= 4 Y= Y= Y= <br /> <br /> EB WB NB SB <br />Adj. flow rate 339 367 709 745 <br />Lane group cap. 762 682 1769 2530 <br />v/c ratio 0.44 0.54 0.40 0.29 <br />Green ratio 0.42 0.42 0.49 0.49 <br />Unif. delay d 1 18.5 19.4 14.6 13.7 <br />Delay factor k 0.11 0.14 0.11 0.11 <br />Increm. delay d2 0.4 0.9 0.1 0.1 <br />PF factor 1.000 1.000 1.000 1.000 <br />Control delay 18.9 20.3 14.8 13.8 <br />Lane group LOS B C B B <br />Apprch. delay 19.6 14.8 13.8 <br />Approach LOS a a a <br />Intersec. delay 16.0 Intersection LOS B <br /> <br />HCS2000™ <br /> <br />Copyright <1:! 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.1e <br /> <br />75A'I"3142 <br />