Fort Walton Beach Council agenda — 11-01-11 special kenwood — reading text

3. 1. d Table6 -1. Level of Service Analysis— Country Club Avenue URBAN STREET WORKSHEET# 1 General Information Isiter information Analyst 7ten Mores born Street Country Club Avenue AgericylCo, Fort VMW Beach Ofy Protect iection of Travel South bound e Perfabred 0N15120ff Toe PeoW Peak How unsdictiorr sis Year 2011 Project liar: Input Parameters Mayras Penorlao T = 025 7 2 1 3 1 4 1 5 0 7 8 cycle tengai, C( s) 00 00 0. 0 00 00 00 0. 0 00 Ell . green to cycle ratio. 9LC 0000 0000 0.000 0000 0000 0000 0000 0. 000 1 tc ratio for lame group, % 0000 0000 0000 0000 0000 0000 0000 0.000 Cap Of lane grow, c vefdh 0 0 0 0 0 0 0 0 Pot Veh on Gm. PVG 4 4 4 4 4 4 4 4 AnrvaLtM AT enensiorr UE sec 00 00 00 00 0. 0 00 00 0. 0 enqth of segment, L ( art 018 009 009 026 020 0 0 0 0 0 0 0 0 natal queue, Os ( veh) JrUM street class SC 3 3 3 3 3 3 ree4bw FSS mdn 35 35 35 35 39 35 35 35 M Nor Oda tme, TR s) s elay Computation 2 3 f32 13. 2 308 I 15.6 0 0N afonn delay, it, Is) Inoremedal delay a4, k upstream fate" 30 factor, I 1. 000 1. 000 f 000 1. 000 7000 1. 000 1. 000 7. 000 y nuemental delay. d, ( s) in— bat Queue delay, or (s) 0 0 0 0 0 0 D D Ngressi adj factor. PF Control delay, tl s 00 6.0 00 80 00 Segment LOS Determination Trawl Irma, ST ( s} 235 79.2 132 36. 8 256 ravels SA mim 2L3 188 24.5 24. 1 28. 1 I 8 p B 8 B l LeErenI LOS Urban Street LOS Determination Total travel bme is) 1204 Total length 082 Total travel speed. SA ( bir 24.5 Total Urban street LOS 8 CWS. dao21)061.Yin ^ nMdFiaNa. M R! rA Ro-urwtl m' S.^' V 5. 2 OaACInf 1027W  3. 1. d Table B -2. Level of Service Analysis - Mooney Road URBAN STREET WORKSHEET #1 General Information Site Information st Ran A3oses an Street Mdorrey Road 4genry/C0. Date Perrormerf fort Watf r Beach CM Profed 0411& 2011 Re" dion of Travel Satdl -bound ime Period l30 am m 8:30 a.m. oldianYear 2011 Protect Desmilbon n ut Parameters meMs Akm IySis Penod( hl T = 0.25 2 1 3 4 5& 7 8 ycle lergm. G( s) 00 00 R. green to cycle rata. WC 0, 000 0000 dc ratio for lane group, X 0000 0000 W lane group. c ( ve") 0 0 Pd Veh on Can. PVG mval Mte, AT d 0 Ad e> eneton UE sec 00 00 of Segment, L (mv) 08f 093 0 0' Initial queue, 4s tveh) Urban street class SC 3 3 7 Free-flow speed, FSS (nwn ) 35 30 Wm— mng fime. TRIs) 83.4 1N. 0 Ulef Delay Computation Undodn delay. dl ( s) Incremental delay ad, k Upstream fill 1ada, I 1 000 1. 000 ncreo * ntal delay, d, ( s) Initial Queue delay, at is) 0 0 Pmgressmn ad; factor, PF Control delay, d is) 3. 0 0D Segment LOS Determination Travel lame. ST Is) 884 tf IB r— av— et sp2ed, SA ( no 30 30.0 Segn A A Urban Street LOS Determination Total travel tin* Is) 2000 otal length ( ms) 1, 74 otv travel speed. SA (rk) 31. 3 otal LOM street LOS A Gap / qee 20M U"" 4 rj. W. MR" ftwwd HCV V 51 d. Ec* M11 low" 7G  a.1. a APPENDIX C -- Crash Data Packet Pg, 71  u o Q000 Q axaaz z z z Z Q Z Oi pZ Z Z Z2 mi GGL 3 wbWa G' a zz a zw z a GwG wzzzm z a w yaia z ca Za i a ooh zwm JC3 z3 n nsd s8 wLL LLS igf 3G m z a z Z Z Zz S z zz,$ a a 3y3 z z 3p5 S airs qzC szs. y8 ii zqY Q iu Tub Ni4 rn Yi W Qru t' zaz aaaaa U zziiz W> m92 w wZ O E CC Sm Z i zz j swZ s s a wz i i i V a4 4 4Kc4 6 99y yyy zzG fzu FG®/ z Cia L w oWzsw LL a i f E x I i s C8 2 2 2 8 OV 0 a as a A 91119 8 8g. w. 9 MUM, 99 N N N N N F M N N N F h F N bo N F I-