Laserfiche WebLink
t <br /> n, C) <br /> hu Oct <br /> 999 <br /> MAT-C6---i----3---Je----------------7, ji---- -----------------'-__. ----!----- <br /> Aust=in Road Landfill Traffic impact Study <br /> Level Of Service Computation Report --------`- T <br /> 1994 HCI�i 'Operations Method ma �se Volume i�ernativer <br /> Intersection #11 Austin Rd/Mariposa Rd <br /> F Cycle (sec) : 100 Critical Vol. /Cap. (X) : 0.464 <br /> Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/pen) : 15.3 <br /> Optimal Cycle: 40 Level Of Service: C <br /> Approach: 'North Bound South Bound East Bound West Dound <br /> Movement: L T R L T R L R L T R <br /> ------------l---------------Il---------------11---------------II---------------1 <br /> Control: Protected Protected Protected Protectec <br /> Rights; Include Include Include Include <br /> Mir.. Green: 0 C 0 0 0 0 0 0 0 0 G 0 <br /> Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 <br /> ------------ --------------- ! --------------- li--------------- <br /> m <br /> Volue Mogul_. Mitigated <br /> Base Vol 252 2 2 2 14 210 i47 2�, y <br /> 525 12 <br /> Growth Aad : 1 .00 1 .00 1.00 1.00 1 .00 ? 00 1.00 1.00 1.00 '1.00 1.00 1 .00 <br /> .. <br /> 1 _tial Pse: 252 ? 76 2 2 2 i4 210 147 219 525 12 <br /> User Adj 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.+JO i.N 1.00 1.00 "1.00 <br /> P_= =dj : 1.00 1.00 1.00 -.00 1.00 1.00 1.00 1.00° 1.00 i.00 i.00 1.00 <br /> PHF '\-c'-u-me: 252 3 76 2 2 2 14 210 147 219 525 12 <br /> 3edct Vci: 0 0 0 0 0 C 0 0 0 0 0 <br /> Reduced Vol: 252 3 76 2 2 2 14 210 147 219 525 12 <br /> PCF Adj : i.0'0 i.00 1.u0 i'00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .o!- <br /> MLF Adj : 1.00 1.00 1.00 i.00 1.00 1.00 1. 00 1.00 1.00 1.0G 1 .00 1.00 <br /> Final Vol. : 252 3 76 2 2 2 14 210 147 219 525 12 <br /> ------------ --------------- I1--------------- II--------------- II------------- <br /> ' <br /> Sat/lane: ^900 1900 1900 1l!�0 0 1900 1900 1900 1900 !K0 1900 1G00 1"903 <br /> Aciust<<ent. 0.95 0.86 0.86 0. .;5 0. 43 0. 93 0- .5 1 .00 G. 65 0. 9E 1.00 0- 2S <br /> Lanes: 1.00 0.04 0.96 1,00 C. 50 0.50 1.00 1 .00 1.00 1.00 1.00 1.00 <br /> Final Sat. : 1605 62 =572 1905 864 864 1605 1900 i615 1805 1900 1615 <br /> ------------ ----------------II---------------11------------- II------------ f <br /> Capacity Analysis Mccuie: <br /> Vol/Sat: 0.14 0.05 0:05 0.00 0.00 0.00 0.Oi 0.11 0.09 0. 12 0.2B 0.01 <br /> Crit MoveS: }*k* +++ *}* *+*# <br /> Greer Time: 28.8 26.7 28.7 0.7 0.5 0.5 1.6 28.0 28.0 30.7 57.1 57.1 <br /> Volume/Cap: 0.42 0.17 0. 17 0. 17 0.48 0.48 0.48 0.40 0.33 0.40 0.46 0.01 <br /> Delay/Veh: 19.. 6 17. 3 17.3 32.5 55.6 55. 6 40.2 19. 1 18.6 17 . 9 8.5 6.0 <br /> lser DelAdj : 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.00 1.00 1.00 <br /> Ad;Del/Ven: 19.6 17 .3 17.3 32.5 55. 6 55.6 40.2 19.1 18.6 17. 9 E.5 6.0 <br /> DesignQueue: 10 0 3 0 0 0 1 9 6 5 14 0 <br /> I <br /> 1 <br /> Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to RA SAP?Aty & MEYER, SJ <br /> . J <br /> �r <br />