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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />,. <br />. <br />. <br />. <br /> <br />I <br />I: <br />l~ <br />I <br /> <br />. <br />. <br />'. <br />I <br />'. <br />I <br /> <br />This project in the a heavily urbanized section of downtown Miami <br />included pavement milling and resurfacing, re-design of two <br />intersections, drainage modifications, permitting, pavement <br />marking and signing, signal modifications, utility coordination and <br />RR coordination. The picture shown below is taken before <br />construction and shows N E 1 5t Avenue looking north to N E 11 th <br />Street. <br /> <br /> <br />SR-9A11-95 New Port Access Ramp to Westbound SR-836 PD&E Study <br /> <br />PD&E study for Port of Miami Access via NE/NW 5th and 6th Streets and <br />Access Ramps and NW 6th and 8th Streets <br /> <br />Develop NB on-ramp to 1-95 and SR 836 WB from NW 6th Street; <br />improvements to NW 5th Street for one-way EB and NW 6th Street for <br />one-way WB, improvements to NB on-ramp to 1-95 from NW 8th Street <br />and from SB & NB SW 3rt! Avenue <br /> <br />Project Start Date: 2001 Project Completion Date: 2003 <br /> <br />Construction Completion Date: <br /> <br />$ 30 Million <br /> <br />FOOT-District 6, Ana Arvelo, PE, 305-470-5210, Fax 305-470-5547, E- <br /> <br />This project was undertaken for FOOT <br />with the support of Miami-Dade County <br />and the City of Miami to study ways of <br />providing a more direct access from the <br />Port of Miami and from the City of Miami <br />to WB SR 836. The project aimed to <br />improve the present situation where <br />cargo trucks use NW 1 st Avenue, NW <br />2nd Avenue, Biscayne Boulevard, NW 5th <br />Street, NW 6th Street and other <br />Downtown Miami streets in an <br />unregulated way that contributes to <br />traffic congestion, noise and air <br />contamination and safety concerns. <br />Beneficiaries of the project would be the <br />Port of Miami, residents and businesses <br />in the Miami downtown area and the <br />public at large that travel in this part of <br />Miami-Dade County. <br /> <br />As part of the project an extensive traffic <br />study was undertaken by BHA and <br />BHA's subconsultant Miller Consulting (now TRANSYSTEMS) in which AADT and peak hour traffic volumes <br />were collected for most of the streets and intersections that comprise the grid from NW 3rt! Street to NW 14th <br />Street and from NW ih Avenue to Biscayne Boulevard. The collected <br />data was analyzed and alternative corridor schemes were evaluated, <br />with the recommended alternative being the designation -after street <br />improvements- of NW 5th and NW 6th Streets as one-way pairs in <br />combination with a proposed NB on-ramp to 1-95. An improvement was <br />developed to the present NB ramp to 1-95 NB from NW 8th Street in <br />which trucks would have the required vertical clearance under the <br />bridge just north of NW 8th Street. A right-turn SB to NB loop ramp from <br />SB NW 3rt! Avenue traffic to the existing NB on-ramp from NW 8th Street <br /> <br />g. Reference Project Name/Address: <br />Reference Project Description: <br /> <br />Scope of Services Provided: <br /> <br />Professional Fees: $ 500,000 <br />Construction Start Date: not started <br />Project Construction Cost: <br />Reference Company Name: <br />mail: ana.arvelo@dot.stateJl.us <br /> <br />- <br />, . , ."'~' ,~~';i';""-' ~-;~ . ~p ,. <br />. . " _ ' ,.70 " ' ' ,,"c ,- . <br /> <br />..:. , ,> /" ',,-~ /;."f!t ,.~ ' ;c? <br />~-.;~9~5') 'r '." ~-=~~ - ~~"\;~ ,~-.." ," ,-' - ,,_::..~-: <br />..... __....... ~~' il ~.....\ ___.' ~~ _>'\":~1!'~' -:::-'"'" <br />, ",.,._.. <, _. ,~ . :C'. ~ "." ,,,, <br />~,. '" - ", ~ ~"",-" -,~..;.' .~,' <br />. ,.) ,..,Ct.< " '. ' .'-*" ,..,~,.-., .,' <br />.? I' .,,~, ~, ",..,.,.' ,",,"~ ' .,' ' ..s' <br />" ,', ,,', '."::' .~.;;;' -i'!..' .' "" ,:..' ",,;-."~'.... .~>. "" <br />'. ' ' ., " 'J. <;'-' ..k' ~' ,<_.", "",,' c"- <br /> <br />y; /, _ ..,.>d~' ..~' '"" ,;'" ' l.~~'-" ~ " ' ,; . , " - .., <br />~'" ' ,.' ,,- ",/i<. '" ..." ' .. "" ,.. .? .' u", ","'b~' <br />;' L""" ~,.'" .' ,", - ~~. , .. -",,-. <br />*.:.;. <,,>,' .If!i. ""... ,e;;-"1 ",<-' , "",. . 395", <br /> <br />f" ,"'" . ,p"'."t ',9 ','.' ~ ' . ~::-;" <br />~ ,,\ . y' _~"." .~~'" ~ t~ \\!r.~ ..~.. '. '\::~ <br />No/ "~~."..t~'\.,,.:;.. ,,~'J '-. ~ ~-;.. <br />r~ . :. --,(\ ~ /~~_~M~~' ~ <br />. . ' . .~ .......... ,~\ <br /> <br />.'J"" j~, . <br />~J"';\}'\~T' " <br />. ~b:!:mD <br /> <br />.' ..' ...... <br /> <br />_--==:==0 <br />..:":.==- <br /> <br />Alternate C <br />olTldora <br />Figure 7-1 <br /> <br />5 <br /> <br />