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' 1{ M7 IGE - Existing PM Peak ':hu Oct 7, 1999 _6:29 .59 ?a7-__-_ I -------------------------------------------------------------------------------- Aus LLn Road Landfill Traffic impact Study ------------ ---- _�9 --- -_ ----------------------------------=----------------------- Level Ot Service Computation Report !!! -^ r p. U, signa_iz-u Method (Base Volume Aiternar" Intersection 42 Austin Rd/Arch Rd Average Delay (sec/veh) : 2.4 Worst Case Level Of Service: A +*#*#+#+++#++#�.+#♦:�*}*++ .Jr<+++###a+++-*+�*W i.i Y}rr++}##}}++}+!}}+}*k i it v w+W+W W+++## Approach: Ncrth Bound South Bound East Bound west Bound Movement: L - T - RL - T - h L - T - R L - T - R ------------I---------------- II---------------- li---------------H--------------- I Control: Uncontrolled Uncontrolled Stop sign Stop Sia: Rights: Include include include =nclude Lanes: 0 1 0 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------I--- ----------- II---------------{ I---------------II --- _ ----------I Vcl me _nodule: Base Vol: li 16 0 0 26 14 75 0 22 0 0 0 Grow--h Adj : 1.00 1.00 1.00 1.00 1.00 l.00 1.00 1.00 1.00 1.00 1 .00 1.00 Initi=l _Se: 11 16 0 0 26 14 75 G 28 0 0 0 User Ad-j : 1.00 1.00 i.00 1.00 i.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 i PHF Ad4l : 1.00 1.00 1.00 1.00 i.00 1.00 11 .00 1.00 1.00 1.00 1.00 1.00 PHF Volme: 11 16 0 C 26 14 7- G 2E G 0 u 0 Regio- V o l: 0 0 0 0 0 0 G G 0 G G G Final Vol. : 1_1 .6 0 0 26 14 75 0 2� 0 0 v ------------ ---------------II--------------- II---------------i1-__----__-____ I I, Ad-j' S `VCi'umc _Eodule. Grate:~ry 0 Gs 0s G Fit Cycle/'Scrs : "X.% X XXXX XXXX XXXX XXXX XXXX XXXX Y.Y.Y.X s Truck/Com:: XXXX XXXX xxxx xxxx xxxx xxxx xxxx xxxx. PCF AC] : 1. i0' 1.00 1.00 1. 10 11.00 1.00 1. 10 1.10 -. 10 1. 10 1.1V 1.10 FCycl/--- -C=: XXXX XXXX xxxx XXXX XXXX Xxxx XXXX xxxx TrCiC/Cw PCE: xxxx Y.XXX XXXX XXXX X:{XX xxY.X XXXX X:{Y.X 12 16 0 0 26 19 83 0 31 G G 0 ------------ I--------------- II----------------II---------------- ?-------- Critical Gap Module: i✓o.-e p Time: 2.1 .xxxx xxxxx, xxxxx xxxx xxxxx 3.4 xxxx 2.6 xxxxx xxxx xxxxx Critical Gp: 5.0 Xxxx XXXXX xxxxx. XXXX XXXXX c'. r Xxxx 5.5 xxxxx Xxxx XXXXX ------------I--------------- I !---------------11--------------- II--------------- I Capac_4 ty MGduie: I Cnflict Vol: 4U Xxxx xxxxx xxxx xxxx XXXXX 60 XXXX 3-1 xxxx XXXX XXXXX ! =oten4 rap. : 1641 XXXX XXXXX XXXX XXXX XXXXX 97 ! xxxx 1332 xxxx XXXX xxxxx Ad_ Cap: 1.00 Xxxx xXxxx xxxx xxxx XXXXX 0. 99 xxxx 1.00 XXXX XXXX XXXXX Move Cap. : 1641 XXXX xxxxx xxxx xxxx Xxxxx 9701 xxxx 1332 xxxx xxxx xxxxx � ------------ I--------------- 11---------------II--------------- 11---------------- I Level Of Service Module: Stopped Del: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 4.0 xxxx 2.6 xxxxx xxxx xxxxx LOS by Move: A * * + * A A � Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT #..1 Shared Can. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * + # * * * # AocrcachDel: 1.0 0.0 3.7 0.0 �f Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to RAJAPPAN & MEYIR, SJ 4 R i I