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Comprehensive Plan 'Dliansportation Element <br />Ile w it of SE rvici <br />- Uri ntcirruplied flow <br />- Na rcistrniaticn on manciuNeirab:iliq <br />- Few or rice dellays <br />I le w it of Se rvici B <br />- S1ab.lei f ow condilions <br />- Opleirating spccc bei€finning <br />to be reislricled <br />I le w it of SE rvici C <br />- Spleied and m anc u N e rab:i 1 it)i <br />restr:icrtc c by E igher traffic N cl umc s <br />- Satisiiicrtory cperalling spced <br />- Denary al signals <br />Levi l of SE rvici Ll <br />Lova specie s <br />Major c Bila ys at signal . <br />Litl lei flrcieidom to manciuNor <br />Le vi l of Si rvlci E <br />- Lower cpeirating spcieids <br />- Major c ala ys and stoppages <br />- Val umcis at or neiar capacit)l <br />Le vi l of Si rvici FI <br />- Low spec c s <br />- SIoppagc s fcir : angl periods <br />t aeaiuis c of downstre arra ccngc stion <br />Far pllanningl purpascs, 1he level off service for a roacway link is dellermined by comparing the <br />link's traffic volume to its raaidway capacity. Gcnicrallly, lcNel of scniicc ealeulatiiow arc <br />determined us:inigl guidelines established in 1he laicst cditicn off FDOT's Level cf Service <br />Hondhookl. Alternatively, IcNel of scrviicc cam be claermiined using ether mellhocclogics, <br />including A R71 -Alan anallysc s, spec c -c a lay stud ices or 1I he I -I ig ll way Caplaic iq Manual method. <br />In Inc Tian 13liver County, e ve l of sc rvicc "D" is tEe m in im uim accaptc d starmc and duringf peak <br />hour, peak sciascri, peak direcilion (icnicit:icns. TEe pcak hour/pleak season i plarametcr is <br />considered the 1QQth Hahest hauir ofltraffic eictiNity duriniz a Near. <br />In 2009, the Haaird c&Count) Commissioners I113CIC', changed tEe levcil off scrvice standard to <br />"E +20%" on 27th A venue (from i he south county 1 ine to SR 60) and on 43' a Avenue I1flrcm Oslo <br />Road to 16th strceit). This was donic in reispcnsc to cit:iaen cplplcs:ition to proposed wicicniingf <br />projcicts on lhosc roads. Since levcl of service "D" on those roads was nicrt possitle wilhauit tEe <br />wideningf, the ccuinty instead reducc d tE ei levcl off servkie starmc and on lhosei roads. Since that <br />time, tE ei board has deteirm:irieid tE at MIS "D" sE cul d be maintained ani those roac s, avid the road <br />widemingj prajecrts are novo included in 1Ihe Comprchensive Alan. Therefore, the "E-+'eI(I%" <br />standarc wall be changed back to LOS "D" whc m the four laningfs arei programmed in the fiirsl <br />thrce }fears oflthe Capital ImplrcNemcirds Ilrcgfram. <br />Safe ty <br />Crash data for Xl(lfl are included in Table 4.2. In 200_`I,1he intersection of :17th Strc et and US :1 hoc <br />the highest numter cif crashes, with 23 crashcs recorded. At tEat timc, the locallions with 1he highs sl <br />relailivci crash rates were :I1s1 Street at Sth ANenue with 6.25 crashes pcir Million Entering McEicles <br />(MEV) and 211' Strc et al `-1'h Ave (4.31 crashes per MEM). <br />In XK13, there weire :1,9�I�I crashes and 32 fatalliit:ies on Indian River Count)j's roadwaNs. That <br />carrasponds to a ratci cfl aq)proximalely cna crasE pleir 2,8(10 vehicle males travelled. Ini per capital <br />Community IlevelopmemilDer artmenil Indian Wier County] ]I <br />A PRENDIX A — 71ransportal ion Am a ndmc nts <br />