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FITIG8 - C' muIaz v ZU41 Pea kThu Oct 7, 1999 16:29: 12 <br /> -------------------------------------------------------------------------------- <br /> Austin Road Landfill Traffic Impact Study <br /> --------- ------------- <br /> Level Of Service Computation Report <br /> 193-4 1-'CIv7 Unsignalized Method {Base Volume Alternat �_} <br /> Intersection, #2 Austin Rd/Arch Rd <br /> Average Delay (sec/veh) 4 .2 worst Case Level Of Service: D <br /> Approach: North Bound South Bound East Bound West Bound <br /> Movement: L - T - R i T - R L - T -' R L - T - R <br /> ------------ ---------------II---------------11---------------! I--------------- I <br /> Control: Uncontrolled Uncontrclled Stop Sign Stop Sign <br /> Rights: Include Include Include Include <br /> Lanes: 1 0 C 1 0 1 0 0 1 C 0 1 0 1 0 0 1 0 1 0 <br /> ---------------11----------------I <br /> Volume Module: <br /> Base Vol: 372 230 13 38 99 1,7 48 52 98 7 36 20 <br /> Growth Adj : !.GO 1.00 1.00 1.00 1 .00 100 1.00 i.00 1.00 1.00 1.00 1.00 <br /> Initial R5e: 372 230 13 38 99 191 48 52 98 7 36 20 <br /> C-ser 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 /> P-E Adj~ 1.00 i.00 1.00 1.00 1 .00 i.00 1.00 i.00 i.00 i. 00 1.00 1.00 <br /> PHP Vclu e: 372 230 i3 38 99 197 48 S2 98 7 36 20 <br /> Reduce Vol: 0 0 0 0 0 G 0 0 0 0 0 0 <br /> =�n.ai Vol. . 372 230 13 38 95 151 ^8 52 98 7 35 20 <br /> ------------ ; ---------------ii----------------! !---------------- ! I---------------I <br /> Adjusteu Volume Module: <br /> Grade: 0K 0 0 0 <br /> '-ycle/Cars: XXXX XXXX xxxx XXXX XXXX XxXx XXXX, xxxx <br /> 7ru1 :k/Crmi): xxxx XXXX XXXX XXXX XXXX xxxx xxxx XXXX <br /> ?CE Mdj: 1. 10 1.00 1.00 1.10 1.00 _.00 1.10 1. 10 1. 10 1.10 1.10 i. 10 _ <br /> Cycl/Car PCW: XXXX xxxx xxxx xxxx XXXX. xxxx XXXX xxxx <br /> Trck/cmrD PCS: l.X.XX XXXX XXXX, xxxx XXXX xxxx xxxx xxxx <br /> Ad;. Vci. : 409 230 13 42 99 197 53 .. 57 i0s 18 40 22 <br /> ------------ --------------- I !---------------II---------------! I--------------- i <br /> Critical Gap Modu.e: <br /> MoveUp Time: 2.1 XXXX xXxXX 2.1 xxxx xxxxx 3.4 3.3 2. 6 3.4 3.3 2. 6 <br /> Critical Gc: 5.0 xxxx xxxxx 5.0 xxxx xxxxx 6.5 6.0 5.5 6.5 6.0 3.5 <br /> ------------ --------------- --------------- --------------- --------------- <br /> CapaciL} i'loa_�e: <br /> C^flier Vol: 296 xxxx xxxxx 243 xxxx xxxxx 872 851 198 519 943 231 <br /> Potent Ca_ti. : 1-239 xxxx xxxxx 1313 xxxx xxxxx 331 390 1100 311 349 1051 <br /> Ad_, Cam: 1.00 xx:;x. xxxxx 1.00 xxxx xxxxx 0. 62 0. 65 1.00 0. 55 0.65 1.00 <br /> ^rove CaID. : %`9 xxxx xxxxx 1313 xxxx xxxxx 206 253 i1100 11-1 226 1051 <br /> - -_ <br /> LevelOf Service Module: <br /> Stopped Del: 4.2 xxxx xxxxx 2.6 xxxx xxxxx 22.8 17.9 3.6 22.0 18.9 3.5 <br /> LOS by Move: A + A * * * a * } <br /> Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT <br /> Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx 228 xxxx 509 215 xxxx 315 <br /> Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 20.2 xxxx 8.6 19.4 xxxx 13.4 <br /> Shared LOS: * * * a a " D * B C C <br /> ApproachDel: 2.6 0.3 12.0 14 .4 <br /> Traffix 7.1.0607 (c) 1995 Dowling Assoc. Licensed to RAJAPPAN & MEYER, Si <br />