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------ - ------ --- ?r ------- ---------J------------- --------------------- <br /> Austin Road Landfill Traffic Impact Study <br /> ---------------------------------- <br /> ----------------- <br /> Level Of Service Computation Report <br /> 1994 ?C7 one-rations M2t_hCC (Base Vol-ame Alternati-:e <br /> Intersection X11 Aust=n Rd/[-7ariposa Rd <br /> (X} : 0.456 <br /> Cycle (sec) ; 100 Critical Vol. /Cap- <br /> Loss Time {sec; : i2 (Y-R = 4 sec; Average Delay (sec/veh; : 13.8 . <br /> Optimal Cycle: 38 Level Of Service: jy( <br /> Approach: North Bound South Bound East Bound West Bound <br /> p <br /> Movement: L - T - R L - T - R L T R L T <br /> -I +,---------------I1--------------- II--------eczez---f <br /> Control: Protected Protected Protected Protectec <br /> Rights: Include Include Include Include <br /> 0 0 0 0 0 0 0 G 0 G 0 <br /> Min. Green: 0 r 00 1 0 _ 1 6 1 0 1 <br /> Lanes: 1 0 0 i 0 1 0 0 i <br /> _ __ __ ---------------- II---------------II---------------I <br /> voiume Mc dine -Mit=Qat_O"': -- <br /> ase Vol; _32 1 21i 13 3 16 424 269 �� 238 2 <br /> 1. 30 1.00 1.-1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Growth Adj : 3 420 269 -75 2'38 2 <br /> Initial Sze: !32 i 2'_1 13 3 16 <br /> user Adj : + . 00 1.0 1.00 1 .CC 'I.GO 1.00 i.GO I .00 1.60 1.00 0+ 1.00 <br /> I.C4 1.00 1.00 _.OG 1.00 1.00 1.00 1.00 1.00 1.00 I .GO C'0 <br /> 73 238 2 <br /> rBF VCIur,•e: i32 1 211 i3 3 16 3 420 2'c: <br /> 0 0 0 0 0 0 G 0 0 D 0 G <br /> Redt t Vo. ' 3 420 269 75 236 2 <br /> Reduced Vol: - i- 13 3 _6 1 04 1 .00 1 .G0 1.0 <br /> aC,E A6-, _ 00 1.00 1.00 !.G'0 1.00 1.40 _.00 1 OC 1.GG i. J 00 1.00 <br /> 1.0'o .00 1 .00 1 0 i.00 _ .00 1.0 0 1 <br /> i4Lc Ad732 1 21. 13 3 1 3 42D 269 7� 236 2 <br /> --.-'nalVol. :. : II ------- -1 <br /> Sateration Flo;,, P�,cduie -----1 ! T- - ` ` ! -- C -500 1900 1900 '1900 <br /> Sat/Lane. 19OG 1900 1900 1900 l900 iy. ,G 190 790V 1 <br /> d uStment: 0. 95 0.85 0.85 0. 55 0.87 0.87 0.°� 1.OG G.B 0. l.00 0. 85 <br /> Lanes: 1.00 0.41 0. 99 ' 1.00 0.16 0.84 1.00 1.40 1.00 1.00 1.00 1.00 <br /> Final Sat. : 1805 8 1607 1605 261 !392 1605 1900 1615 1805 1900 1615 <br /> --------------- II---------------11---------------II--------------- <br /> I <br /> Cati•acity Analysis Module: <br /> IVci,`sat: 0.07 0. 13 0. 13 0.01 O-C! 0.01 0.04 0.22 0.17 0.04 0.13 0.00 <br /> Crit Moves GTime: 26.3 28.8 28.6 1. 6 4 .1 4 . 1 0.8 46.5 4E. 5 9.1 56. 9 56.9 <br /> Vcl,,me/Can: 0.28 0. 46 0.46 0.46 0.26 C•.28 0.22 C.46 0.34 0.46 0.22 0.00 <br /> Delay/Ve'_,: 19.0 13. 4 i9.4 38.7 ,0. 6 30:6 33. 1 11.2 10.4 29.2 6.9 6.0 <br /> User DelAdj : 1.0C 1.00 1.00 1.00 1'0C 1.00 1.00 1.00 1.00 1.00 1.00 I.0 D <br /> AdjDe.1/Veh: 19.0 19.4 19.4 38.7 30. 6 30. 6 33.1 i1. 3 10.4 29.2 .6.9 6.0 <br /> 6 0 9 1 0 1 0 13 8 4 6 0 <br /> Desigr.4ueue: - <br /> Traffix 7 . 1.0607 (c) 1999 Dowling Assoc. Licensed to RAJAPPAN & MEYER, SJ <br />