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MTTIG8 - Cu.mulazive ?eakT'.zu Oct 7, _?99 16:25:42 =aSF 1 <br /> -------------------------- <br /> Austi-_ Road Landfill Traffic Impact S�udy <br /> ---_--------------------------------------------------------------------------------- <br /> Le.-el Of Service Computation Report <br /> 1994 '4CM UT-7i-ana-!zed Method (Base Volume Alter nat=v", <br /> Intersection Austin Rd/mariposa Rd <br /> Average Delay (sec/veh) : 3. 1 Worst Case Level Of Service: C <br /> Approacn: Nort:: Bound South Bound Last Bound Wes- Bound <br /> Movement: L - T - R L-____T_____R L - T - R L - - R <br /> ------------ I-.----------------11- - 1 '6----------------11--------------- I <br /> Control: Stop Sign Stop Sign Uncontrolled Uncontrolled <br /> Rights: Include Include Include Include <br /> Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 C 1 <br /> ------------I---------------II--------------- ll--------------- 11---------------! <br /> Volume Mcaule: <br /> Base Vol: 132 1 211 13 3 16 3 420 265 75 238 2 <br /> Growth Aj- : 1.00 i.00 1.00 1.00 1 .00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Ini`ia1 6se: 132 i 21 i3 3 16 3 420 269 75 238 2 <br /> User Ado- 1.00 1.0'J 1.00 1. �0 1.00 1.00 1.00 i.00 1.u0 1.00 1.00 1.00 <br /> PH-- Aa : 1.00 1.00 1.00 3.00 i.00 1.00 1.CC 1.00 1.00 1.00 1.00 1.00 <br /> TIH7 Vo3ume: 132 1 21i 13 3 16 3 420 269 75 238 2 <br /> 9educt Vol: 0 0 0 0 0 0 C 0 0 0 0 0 <br /> Final Vo-' . . 132 _ 2_1 13 3 -e 3 420 269 75 238 2 <br /> ------------1--------------- II--------------- II---------------li--------------- <br /> 1 <br /> Ad~usted Vc!° -ne module: <br /> Grade: o oc ag <br /> ,. <br /> e/'-'ars: XXXX ZZx x Xxxx X. x x X.xXx XxX.X XXXX Y.xXX <br /> "Uck!Corr�o: XxXX XXxX xxxx XXXX XXXX xi:AX XxXx XXXX <br /> PCE ii Cc 1 10 1. 10 1. 14 1.10 1.10 1.10 1. 10 1.00 ! .00 1. 10 1.00 1.00 <br /> C 1 c _ ?C`' xxXx XXXX XXXX xxxx XXXX xxxx XXXX XXXXI <br /> T=c.•:/C-Lh P'CE: xxxx XXXX XXXX XXXX xxxx xxxx. xxxx xxxx <br /> ?_c- Vc-, . _ 1 232 14 18 3 42C 269 63 238 2 <br /> --------- --------- !---------------; I---------------il-----------------i <br /> Crwtical Gap Module: <br /> MoveUo Time: 3. 4 2. 6 3.4 3. 3 2. 6 2.1 xxxx, xxxxx 2.1 xxxx xxxxx <br /> Critical G,,: 6.5 v 5.� 6.5 6.0 5.5 5.0 xxxx xxxxx 5.0 xxxx xxxxx <br /> -- <br /> ----------- ;--------------- il-------------- ---------------Ii----------------I <br /> Capacity Module: <br /> Cnflict Vc?: 746 738 420 842 1005 238 240 xxxx xxxxx 689 xxxx xxxxx <br /> Pctent Cap. : 392 447 648 345 324 1049 1317 xxxx xxxxx 805 xxxx xxxxx <br /> Ad- Cap: 0. 90 0.. 90 1 ,00 0. 67 C.90 1.00 1.00 xxxx xxxxx 1.00 xxxx xxxxx <br /> Move Ca). : 351 404 _848 230 250 1049 1317 xxxx xxxxx 805 xxxx xxxxx <br /> -- <br /> ------------;--------- - ---------------, I----------------II--------------- <br /> I <br /> Level Of Service 11icdu1e: <br /> Stopped Del: 16. 4 9.0 S.6 1-6.6 12.5 3.5 2.7 xxxx xxxxx 4 .9 xxxx xxxxx <br /> LOS by Move: C * * C * * A * * A <br /> Movement: LT -- LTR - RT LT - LTR - RT LT - 'LTR - RT LT - LTR - RT <br /> Shared Cap. . xxxx xxxx 844 xxxx xxxx 742 xxxx xxxx xxxxx xxxx xxxx xxxxx <br /> Shrd StpDel:xxxxx xxxx 5.7 xxxxx xxxx 4. 9 xxxxx xxxx xxxxx xxxx xxxx xxxxx <br /> Shared LOS: ` * B * * A <br /> AnprcachDel: 9.9 9.7 0.0 1.3 <br /> Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to RAJAPPAN & MEYER, SJ <br />