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1 <br /> MTTTGB - Pro-,ect PN oma}: Thu Oct 7, 1999 17:17:29 Paae 1-1 <br /> ________________________________________________________________________________ <br /> vus-11r, Road - -- . Traffic <br /> . _ <br /> --- - Study <br /> ________________________ --- - - - <br /> Level Of Service Computation Repert <br /> 994 HCM Operations Method ;Base Volume .-.-ternative) <br /> intersection ii Austin Rd/[Mariposa Rd <br /> Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.471 <br /> Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 18.1 <br /> Optimal Cycle: 46 Level Of Service: C <br /> Approach: North Bound South Sound East Bound West Bound <br /> Movement: L - T - R L - T - R L - T - R L - T - R <br /> ------------ <br /> I---------------II-------------w_1 ;--------------- II---------------1 <br />! l Control: Protected Protected Protected Protected <br /> Rights: Include Include Include Include <br /> i <br /> MD. Green: 7 10 i0 7 10 10 7 i0 10 7 10 10 <br /> Lanes: . 1 C 0 1 0 1 0 0 1 0 1 0 1 0 1 i 0 1 0 1 <br /> R ------------ I--------------- 11---------------fl---------------i1---------------i <br /> ' 'oIume Module. Mitivated <br /> Base Vol: 251 3 74 2 2 2 14 203 i45 214 505 12 <br /> Grcwt" Ad i.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 <br /> Enitial B3e: 251 3 74 2 2 2 14 203 145 214 505 12 <br /> User Ad 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 /> PHF Ad1 : 1 .00 1.00 -1 -00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 <br /> 'r H: vc)um.e: 251 3 i4 2 2 2 i4 203 145 214 505 12 <br /> G R2duct Val_ 0 0 �' 0 0 0 0 0 0 0 G 0 <br /> Reduceu Val: Zvi 3 74 2 2 2 19 203 145 214 505 12 <br /> PCB Adj : 1. 00 1.00 i.00 i.OG 1.00 1.00 1.rs0 i.G0 1.00 1.00 1.00 1.00 <br /> !✓ r Aci : i.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1 .00 <br /> k Final 'vol. : 251 3 74 2 2 2 14 203 145 214 505 12 <br /> ------------I---�-------------- II---------------II---------------H----------------- I <br /> Se ar icr, -_ow Module: <br /> Sa`/La,e: 1906 1900 i950 1900 1900 1900 1900 1900 1900 1900 1960 i9G0 <br /> a Adjustment: 0. 95 0.86 0.96 0.95 0. 93 0.93 0. 95 1 .00 0.85 0. 95 1.00 0.85 <br /> Lanes: 1.00 0.04 C. 96 1.00 0.50 0.50 1.00 1.00 1.00 1. 00 1.00 1.00 <br /> Sat. :ca <br /> SIE 05 64 1570 1805 684 884 180 1900 1615 1905 1900 1615 <br /> ------------ I--------- ------ <br /> - '--------------- <br /> II-__-------------11--------------- I <br /> Capacity Analysis Module: <br /> Voi/Sat: O.i4 0.05 0.05 0.00 0.00 0.00 0.01 0.11 0.09 0.12 0.27 0.01 <br /> F Cri~i. Moves: *#*° w+<+ +++w awww <br /> Green/Cycle: 0.24 0.20 0.21, 0.14 0.10 0.10 0.07 0.25 0.25 0.28 0.47 0. 47 <br /> i- _ame/Cao: 0.57 0.23 0.23 O.Oi 0.02 0.02 0.11 0. 42 0.35 0.42 0.57 0, 02 <br /> Delay/Veh: 22.8 21. 6 21. 6 23.8 2c'.2 26.2 28.2 20.5 20.0 19.2 13.2 9.3 <br /> � User Del-'d= : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.OG 1.00 1.00 <br /> Ad-jDe' /Veh: 22.8 21. 6 21.6 23.8 26.2 26.2 26.2 23.5 20.0 19.2 13.2 9.3 <br /> DesignQi;eue: 11 0 3 0 0 0 1 9 6 9 16 0 <br /> Y <br /> 1 <br /> Traffix 7.1.0601 (c) 1999 Dowling Assoc. Licensed to RAJAPPAN & MEYER, Si <br /> 6 _ <br />