Laserfiche WebLink
<br /> - <br /> Short Report Page 1 of 1 <br /> SHORT REPORT <br />8 3enerallnformatJon Site Information <br />",nalyst Intersection #5 <br /> "'ganey or Co. r..rea Type All other areas <br /> Date Performed 04/2612004 urisdiction <br /> ime Period 5:0Ó pm '\nalysis Year 2025 without project <br /> Volume and Timlnlllnput <br /> EB we N8 SB <br /> LT TH RT LT TH RT LT TH RT LT TH RT <br /> Num. of Lanes 1 1 1 0 0 0 2 3 1 2 3 0 . <br /> ~ane group L LT R L T R L TR <br /> Volume (vph) 387 442 114 11 1409 804 288 2161 153 <br /> % Heaw veh 2 2 2 2 2 2 2 2 2 <br /> HF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> <br /> 0 7 <br /> N N N <br />0 <br />3.0 <br /> <br />a IrJQ noy x . e noy ru <br />Timing G = 28.0 G= G= G= G= 8.0 G= 4.0 G = 50.0 G= <br />y= 4 y- y= y= Y=4 y= 4 y= y= <br />Duration of Analvsis Ihrs =0.25 Cycle Length C = 102.0 <br />Lane GrouD CaDaci tv. Control Delay, and LOS Determination <br /> . EB we NB S8 <br />if'.dj. flow rate 430 491 61 . 12 1566 836 320 563 <br />Lane group cap. 486 511 435 269 2493 776 539 '864 <br />"/c ratio 0.88 0.96 0.14 0.04 0.63 1.08 0.59 0.89 <br />¡Green ratio 0.27 0.27 0.27 0.08 0.49 0.49 0.16 0.57 <br />Jnif. delay d1 35.5 36.5 27.9 43.5 19.2 26,0 40.0 19.3 <br />Jelay factor It 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 <br />ncrem. delay d2 20.4 31.2 0.7 0.3 1.2 55.2 4.8 4.9 <br />~F factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 <br /> Control delay 55.9 67.7 28.6 43.8 20.4 81.2 44.7 24.2 <br />Lane group LOS E E C D C F D C <br />. Apprch. delay 60.1 41.5 26.5 <br /> Approach LOS E D C <br />Intersec. delay 37.5 Intersection LOS D <br />8 HCSlOOOTM Copyright CJ 2000 Uaiveßity of F1o~ All Ri¡hts Reserved Vmioa4.1d <br /> Page 16 of 17 <br /> - <br /> 758-41 <br /> <br />ctuated PIA <br />tartu lost time <br />xt. eff, reen <br />rrival e <br />Unit Extension <br />PedIBike/RTOR Volume <br />Lane Width <br />Parking/Grade/Parking <br />Paridng/hr <br />Bus stops/hr <br />- Unit Extension <br />,., Ph s'n EB 0 I <br /> <br />p p P <br />2.0 2.0 2.0 <br />2.0 2.0 2.0 <br />3 :3 3 <br />3.0 3.0 3.0 <br />0 59 <br />12.0 12.0 12.0 <br />NON <br /> <br />P <br />2.0 <br />2.0 <br />3 <br />3.0 <br />0 <br />12.0 12.0 <br />N 0 <br /> <br />P <br />2.0 <br />2.0 <br />3 <br />3.0 <br /> <br />0 <br />3.0 <br />EdLft <br /> <br />0 <br />3.0 <br />SBO I <br /> <br />0 <br />3.0 <br />02 <br /> <br />0 <br />3.0 <br />03 <br /> <br />04 <br /> <br />p P <br />2.0' 2.0 <br />2.0 2.0 <br />3 3 <br />3.0 3.0 <br />52 0 <br />12.0 12.0 12.0 <br />N N 0 <br /> <br />p <br /> <br />P <br />2.0 <br />2.0 <br />3 <br />3.0 <br /> <br />000 <br />3.0 3.0 3.0 <br />Th &RT <br /> <br />08 <br />