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NYCDOT

BELT BRIDGE VERTICAL CLEARENCE AND TRUCK TURNING ANALYSIS OF INTERCHANGES FOR STUDY OF ALLOWING TRUCKS ON DURING CONSTRUCTION OF CONTRACT HBQBQE

FEBRUARY 2016 



BeltParkwayClearanceandEntranceSurvey

SummaryofFindings



ThisworkisbeingprogressedincooperationwithothertasksbeingstudiedfortheBQEworkfromSand StreettoAtlanticAvenue.Thepurposeofthisworkistodeterminethefeasibilityofallowingtrucksto utilizetheBeltParkwayasanalternaterouteduringtheconstructionworkontheeBQE.Th Belt ParkwaycurrentlyisconfiguredfornonͲcommercialtrafficonly.Atthepresenttimetherearesome expressbusroutesandlocalbusroutesthatutilizeportionsoftheBeltParkwaybutthatislimited.

ItshouldbenotedthattheBeltParkwaywouldbeusedbytrafficcomingfromBattery orfurthersouth.TrafficfromBrooklynBridgeandBridgeheadingnorthstillneedstobe accommodatedthroughportionoftheproject,inadditiontrafficheadingsouthfrombothofthese bridgeswouldneedtobedivertedelsewhere.

ThereareseverallimitationsthattheBeltparkwaypresentstoallowtrucktraffictoutilizethefacility andtheyare:

1. Narrowwidths 2. SubͲstandardturningradiionmanyentranceandexitramps 3. Lowverticalclearanceissuesonmanystructuresthatspantheroadway. 4. LowLiveLoadCarryingCapacityofbridgesthatcarryBeltParkway

Thisstudyseekstolookattheseissuesfromascientificandeconomicpointofviewtoestablishthecost ofmakingtheparkwayintoatruckcompliantroadway.Thisstudydoesnotaddressthefactthat Parkwaysarenotavailabletotrucksnordoesisaddresswhattheresidentsandbusinessesalongthe throughfarewouldsay.Additionally,thereisnoprovisioninthestudyforlandacquisitionasthosecosts areadditionaltothecostsofbuildingwhatwouldberequiredtomaketheroadwaytruckcompliant. Additionally,thereisanassumptionofafulllengthtruckutilizingtheinterchangesasthatdeliversthe mostcostadversescenario.ThetruckallowancecouldbereducedtoaWBͲ40loadwhichwouldreduce thecostfactorsrequiredtoperformworkoftheroadwaysoftheinterchangesbuttheheightclearance issueswillnotbereduced.

History

TheBeltParkwaywasconstructedinthe1940’sand1950’sbyRobertMosesandisconnectedtothe BQEat65thStreetinBrooklyn.ItrunsaroundBrooklynwitheithertheparkwayelevatedorthelocal streetselevatedateachcrossing.TheparkwaycrossesnumerouswaterinletsfromJamaicaBayandis crossedbyatleastfourtransitlinesoverhead.Manyoftheoverpassesandunderpasseshavestone claddingand/orstoneattachedtothestructuraloverpass.

 

Overtheyearssinceitopened,therehavebeennumerousstructuresthathavebeenworkedoneither byinͲhouseforces,componentrehabilitationorpartial/fullreplacements.TherecentworkontheBelt hasbroughtseveralstructuresuptofederallimitedaccesshighwaystandards.However,therearestill manystructuresthatarewhollysubͲstandardandthosewillbeviewedinthisstudy.

Thisstudyisconfinedtothelimitsfrom65thStreetinBrooklynandSunriseHighwayin.Thereis alsoconsiderationgiventostoppingattheVanWyckExpresswayasthatwouldthenformaloopof limitedaccesstruckrouting.However,therearealsosomeintersectionissuesontheQueenslegthat poseseriousissuestotruckstransferringontotheNassauExpressway.

1. LaneWidth.

ThelanewidthonmuchoftheBeltParkwayis11foot.Thisisclearlylessthanthe12foot requiredontheInterstatesystemandtherearenoshouldersexceptinthelocationsofthe6 bridgesinthecurrentBeltprogram.Ifwetassume tha addingtherequiredshouldersis necessarythecostofthatalonecouldbeprohibitive.However,therearecertainlyportionsof theroadwaywherethiscouldtakeplace.

Assumingjusta12footwidelanewidthitwouldbepossibletoinstallalongtheentirelengthwe arelookingataddingthreefeetineachdirection.

Thatcostwouldberoughly$50millionplusdrainagerelocationsandusercostassociatedwith thisconstructionduetodelaysexperiencedbythetravellingpublic.

Theothersignificantportionofthecostofthisistowidenanybridgesthatdonot accommodatethefulllanewidthsthatcarrytheBeltParkway.Thiswillrequirediscussionswith NYSDOT,DPRandothersintheareasofthesebridges.Thespecificsofthisareasfollows:

A. BSHPoverBayRidgeAvenue(BIN221249) Thisbridgewasjustreconstructedandisexpectedtohavearatingabove6.0.Itdoeshave enoughlanewidthbutwillnotaccommodateshouldersunlessalaneiseliminated. B. BSHPoverBayParkway(BIN2231319) TheBayParkwayBridgeonlyaccommodatestheexistinglanewidths.Thebridgeiscurrently rated4.533andisnotfundedinthecurrent10yearplan.Theworktowidenthisbridge couldbeincludedintherehabilitationcontract.Thewideningwillbetheminimalifitisjust toaccommodatethe12footwide.Ifshouldersaretobeputintherewillbealarge impactontheDPRlands.Theestimatedcosttoperformthisworkis$50millioninFY17 dollars. C. BSHPover26thAvenueBIN2231329) The26thAvenueBridgeisaridgedframestructureandhasclearanceissuesoverthe roadwaybelow.Thecurrentstructuralratingis4.600anditisnotcurrentlyinthe10year capitalplan.Thereissomelandoneithersidetoaccommodatethewideningbutitisnot clearifshoulderscouldbeinstalled.Thecurrentestimatetoperformthisworkis$45Min FY17dollars.

 

D. BSHPover15thStreet–ShellRoad(BIN2231330) Thisbridgeisaddressedinthebridgeareainthatthetransitlinegoesoverthisbridge. E. BSHPoverOceanParkway(BIN2231360)TheOceanParkwayBridgewasreconstructedin the2000’sandwasbuilttofederalstandardswithshoulders.(Nocost) F. BSHPoverSheepsheadBayRoad(BIN223140Ͳ9) G. BSHPoverOceanAvenue(BIN223141Ͳ() H. BSHPoverBedfordAvenue(BIN223142Ͳ9) I. BSHPoverNostrandAvenue(BIN2231439) TheabovefourbridgesareallonaraisedsectionoftheBeltinSheepsheadBay.Thebridge ratingsare4.738,4.306,4.278,and4.264respectively.Therearewoodedembankmentson bothsidesoftheparkwaysothereisroomtoinstalltheadditionallanewidths.Theremay alsoberoomtoinstalltheshouldersbutthatmayeliminateorseverelyimpactthegreen space.Thesebridgesarebeingbundledintoadesigncontractforinclusioninthe10year plantheestimatedcostoftheprojectis$230MinFY17dollars. J. BSHPoverGerritsenInlet(BIN2231450) TheGerritsenInletBridgeisbeingreconstructedtofederalstandardsintheBelt2contract (Nocost) K. BSHPoverMillBasin(BIN2231479) TheMillBasinBridgeiscurrentlybeingreconstructedtofederalstandards.(NoCost) L. BSHPoverPaerdegatBasin(EBandWBBIN2231482and2231481) ThesebridgeswerenewlybuiltintheBelt1contracttofederalstandards.(Nocost) M. BSHPoverRockawayParkway(BIN22314499) TheRockawayParkwayBridgewasreconstructedintherecentBelt1contracttofederal standards.(Nocost) N. BSHPoverFreshCreek.(BIN2231509) TheFreshCreekBridgewasreconstructedtofederalstandardsintherecentBelt1contract (Nocost) O. BSHPoverHendrixRoad(BIN2231529)(NYSDOTownedfacility) P. BSHPover2ndAvenue(BIN2231239)ThisiswheretheBeltcrossesover2ndAvenue.Thereis plentyofdeckareatoaccommodatethelanesandshouldersastheroadwaytransitionstoa singlelanewidthattheBQE(NoCost) Q. BSHPoverFountainAvenue(BIN2231539)(NYSDOTownedfacility) R. BSHPover84thStreet(BIN2231549)(NYSDOTownedfacility) S. BSCPoverRockawayBoulevard(2231601/2)NYSDOTownedfacility)

OnepointthatneedstobeaddressedisthattheBQEhas11footwidelanesinsomeportionsso itisnotunknowntohavenarrowerlanesfortruckaccess.Thereforemuchoftheinformation abovecandbemodifie ornegatedforatemporarytruckroute.However,thecommunitiesalong theroutewilllikelyopposeputtingtrucksonthebeltand/orrequirethatnoisebarriersbe installedwhichwouldcostasizableamount(muchmorethanthebridgework)andbecomea maintenanceissueaslongastheyarethere.

 

2. IntersectionCompliance.

Theintersectionsareallsubstandard.Tobringtheintersectionstocurrentstandardto accommodateaWBͲ67tractortrailerrequiresasubstantialamountofrealestateandmaynot bepossibleatallintersections.Thesemovementswillalsobecompoundedbythefactthat someofthebridgeswillneedtobefurtherelevatedtoaccommodatetheclearance. Additionally,therearelocationswhereeitherparklandwillbeneededorthegeometryand elevationwillnotallowafullWBͲ67tomaketheturn.Itisalsoamajorissueforadjacent roadways,bridgesandpropertyowners.

ThereneedstobeacleartoanymajordeliverysitesuchasJFKInternational.Thatwill requireamajorreconfigurationoftheatCrossBayBoulevardorabetterfeedto eithertheNassauExpresswayorServiceroadjusttotheeastofCrossBayBoulevard.Thecostof bridgeworkisaddressedinthenextsectionbutthecostoftheongradeworkcouldbe substantial.

InlookingattheinterchangesonlyFlatbushAvenueallowsforallmovementsofaWBͲ40truck. Alltheotherinterchangeshaverestrictionsofoneormoremovements.Asthetrucksgetbigger theinterchangesdegradequicklytothepointthatforaWBͲ67truckthereareonlyoneortwo allowablemovementsandsomeinterchangeshavenone.

Morerigorousdesignandlayoutwouldneedtobedonetoformulateestimatesforthework butitshouldbekept inmindthatthebridgesovertheBeltincreasethecostsforthework.Asa roughestimateforcomparisonwethinkthatitwouldcostroughly$5MͲ10Mperinterchange forreworktoaccommodateaWBͲ40truck.$20MͲ$25MforaWBͲ62truckand$30MͲto $35MmillionforaWBͲ62truck.Itshouldalsobenotedthattherewillbeinterchangeswhere nothingcanbedoneoronlysomemovementscanbemade..

ItisalsounclearastothecompatibilityoftrucksandtherampstoandfromtheVerrazano Bridge.Wedonothavethefinalconfigurationfortheworkthatiscurrentlytakingplaceand futurework.

3. BridgeClearance  ThisstudylooksonlyatverticalclearanceissuesthatwouldaffecttruckstravellingontheBelt Parkway.AsindicatedearliertherearenumerousstructuresthatspantheBeltthatpresenta clearobstacletotrucktraffic.Typicallytheclearancewearelookingforis15feet.  A. BeltParkwayatthesplitwiththeBQE(BIN106531E) TheBeltParkwayatthesplitwiththeBQEisasinglelaneentranceandexit.Thegeometryis setandtherearenoclearanceissuesthatarepresent.(NoCost) B. 81theStreetPedestrianBridge(BIN2231250)

 

The81thStreetBridgeisastandardpedestrianbridgebuilttoaccommodatethelocal communityaccesstothewaterfrontpark.Thisbridgeisnotpostedforverticalclearance, howeverdatabaseindicatesaminimumverticalclearanceof13feetͲ3inches. C. 92ndStreetPedestrianBridge(BIN2231260) Thispedestrianbridgewaspartofthreebridgestobereconstructedduetoitscondition.It iscurrentlyratedat3.541.Thebridgehasapostingof11feet9inches.Thebridgeisowned byDPRandtheyhavenotfundedtheconstruction.Itisunknownwhenthosefundswillbe madeavailable.Thereconstructioncostisexpectedtobe$15MillioninFY17. D. 4thAvenueRamp(BIN23231270) The4thAvenueBridgehasacurrentconditionratingof4.761.Withthatratingitisnotinthe currentcapitalplanforreconstruction.However,theClearanceispostedat10feet4inches. Thismeansthatthebridgewouldneedtobereconstructedatahigherelevationtoallow trucktraffictopassbelow.Thatmeansthatthestructurewouldhavetoberaisedbyatotal of3feet8inchesthroughacombinationofstructuraldepthandpossibleeliminationofthe archways.Thetopographyintheareacouldsustainthatgradechangebutitwillsurely affectlandownedbyDPRandlengthentherampapproachtotheBeltParkway.The estimatedvalueofthisworkisapprox.$30MillioninFY17dollars. E. VerrazanoBridge TheVerrazanoBridgespanstheBeltatgreatheight.Therearenoclearanceissues. F. Bay8thStreet(BIN2231290) G. TheBay8thStreetBridgeisatwospansteelbridge.Itbringstrafficfromlocalstreetsand fromtheBelttolocalstreets.TheBay8thStreetbridgeisnotpostedforverticalclearance andminimumclearanceis14feetͲ6inches.Thismeansthatitwouldneedtoberaisedby6 inches.TheDPRparklandoneithersidewillbeimpactedaswewouldneedtobuildtothat andincreasethelengthsoftherampstotheBelt.Inincreasingtheheightofthisbridgeit maybeworthjackingtheexistingbridgeasthecurrentratingis5.921.Thecostofthiseffort isexpectedtobeapproximately$25millioninFY17dollars.Sideclearancewouldbean issue. H. 17thAvenueBridge(BIN2231300) The17thAvenueBridgehassufferednumerousbridgestrikesovermanyyears.Ithasbeen repairedmultipletimesandstillgetshitastheclearanceis10foot8inchesintherightlane. Thisbridgealongwiththe27thAvenueBridgeisscheduledtobereplacedinFY17.The estimatedprojectcostis$16millioninFY17dollars. I. 27thStreetPedestrianBridge(BIN2231330) The27thAvenueBridgehasanunderclearanceof10feet11inches.Itisscheduledtobe replacedinFY17.Theestimatedcostofthereplacementis$18millioninFY17dollars) J. CropseyAvenue(BIN2231340) TheCropseyAvenueBridgeispostedforverticalclearanceof12feet6Inches.Thecurrent ratingis4.639soitisnotinthecurrentcapitalplans.Thebridgewouldneedtoberaisedby 1foot6inches.Thegeometryinthatareaisverytight.Inordertoincreasethebridge clearanceinthisareatherelandacquisitionwouldbeneededinadditiontoamajorchange

 

istothegradesonthebridgeapproachesandtheramps.Itisexpectedthatthiswouldcost approximately$75millioninFY17dollars. K. TransitBridgeatConeyIslandYard(ShellRoad) ThisisthefirsttransitlinethattraversestheBelt.Itispostedat12feet2inchesandwould eitherneedtoberaisedby21foot10inchesorthehighwaywouldneedtospaneth transit structure.ThisisamassiveundertakingandshouldalsobelookedatinwideningtheBelt overtherailyard.ItisalsoownedbyNYSDOTastheyreconstructeditinthelate1980’s. WideningthestructurewillmeanreplacingitastheexistingstructureisathruͲgirderbridge. Inordertoreplacethebridgethewideningwouldhavetobetoonesideortheotherfor thelengthofthebridgeandwouldimpactthesupportstructureforthecurrentelevated subwayline.Inordertokeepthesametypeofprofilethesubwaylinewouldneedtobe jackedforadistanceofapproximately150linearfeetoneithersideofthehighwayplusthe widthofthehighway.Itiscurrentlyunclearthattheexistingframeworksupportingthe elevatedlinewouldsupportthischangeinelevationontheexistingsupports.Anentirenew frameworkforthetransit structurewouldbeneededforabout450LF.Thiswouldbe estimatedtocost$160Mto190M. Theroadwaystructureitselfwouldprobablyneedtogotothesouthandattemptto maintaintheonandofframpseastoftherailfacility.Theestimatedamountforthisnew bridgeisbetween$600Mand$700M L. GuiderAvenue(East8thStreetRamp)(BIN2231370) GuiderAvenueBridgewasrebuiltafewyearsagoandhasacurrentbridgeratingof6.776. Thebridgeisnotpostedforverticalclearancehoweverminimumverticalclearanceis13 feet8inches.Thebridgewillneedtoberaised1foot4inchestoachievedesiredclearance of15feet.Wewillneedtolookatthelanewidthsonlyinthisarea.Itcertainlywouldcreate issuesifshoulderswererequired. M. ConeyIslandAvenue(BIN2231380) ConeyIslandAvenueBridgeisrated5.708andisnotonthecurrentcapitalplan.Thebridge isingoodshapehowevertheclearanceis14foot0Inches.Thisbridgeisinaverycongested areaandincreasingtheclearanceby1footwillimpactpropertyandtheentireapproaches onbothsidesofthebridge.Thebridgewillprobablyrequirereconstructionandthe estimatedcostofthat is$100MillioninFY17dollars.Thisbridgeisnotpostedforvertical clearancehoweverminimumverticalclearanceis14’Ͳ0”. N. East12thStreet(BIN2231390) TheEast12thStreetbridgeisinfairconditionwitharatingof4.542.Itisnotyetinthe capitalplan.Thisbridgeispostedforverticalclearanceof12feet4inches.Inordertoraise thebridgeby1foot8inchesitwouldhavetobereplaced.Thereplacementwillaffectthe approachesandlandoneithersideofthebridge.Itisestimatedthatthecostforthisproject willbe$90millioninFY17dollars. O. TransitStructureatSheepsheadBay Thetransitstructurehasacurrentpostingof11feet1inch.Ithasbeenhitseveraltimesand isclearlyamajorimpedimenttomakingtheBeltParkwayavailabletotrucks.Thevertical supportsalsomayhinderwideningtheroadwaytofullwidth.ThereisaTransitstationjust

 

tothenorthofanadjacentroadwayanditiscurrentlyunclearthatthestructurecouldbe jackedfor32feetand11inches.Ifweassumethatitcouldberaised,thehorizontal distancewouldstillcreateanissue.Thisrailstructurecarriesfourtracksandwouldbe difficulttobuildinanyotherlocation.Thisworkwouldthereforerequireanewrailframebe installedintheROWandbebalancedbyjackingandoradditionalsupportsofthetrack supportfacilitiesleadinguptoitfrombothdirections.ItisexpectedthatMTAwouldbethe contactingagentforthisworkasitistheirlinebutitwouldneedtobefinancedbyNYCDOT. Currentestimatesforthisworkareinthe$250Mto$300MinFY17dollars. P. East14thStreetPedestrianBridge(BIN2233080) TheEast14thStreetPedestrianBridgeisimmediatelyeastofthetransitstructureandis postedat11feet9inches.Whilethisishigherthanthetransitstructureitstillneedstobe elevatedby2feet3inchesandpossiblymore.Costcouldbe$25MillioninFY17dollars. Additionally,thecurrentstructureisnotADAcompliantsoadditionallandandrampswillbe needed.Thatworkcouldaddbetween$10to$20milliontothecostifitisfeasible. Q. KnappStreet(BIN2231449) TheKnappStreetBridgeiscurrentlypostedat11feet5Inches.Thebridgeisin averytight spotandgaining2feet7inchesinclearancewillbechallenging.Thebridgewillneedtobe replaced.Ithasacurrentstructuralratingof4.313.Itwillbecomingupintheouteryearsof thecapitalplanbutisnotcurrentlyfunded.Thebridgesitsoverahorizontalcurveandisa twospanvariabledepthgirderstructure.Theestimatedcosttoreplacethestructureand approacheswouldbeapprox.$80milliononFY17dollars.Increasingtheclearancewillalso requireadditionalpropertyandregradingwhichcouldaddanadditional$10to$20million totheproject. R. FlatbushAvenue(BIN2231460) TheFlatbushAvenueBridgeisatwospansteelgirderbridgewithastructuralratingof 6.206.Thebridgehasacurrentpostedat12feet4inches.Itispossiblethatitcouldbe jacked1foot8inchesbutadditionalstudywoulddbeneede andsignificantapproachwork andintersectionimprovementswouldbeneeded.Itisestimatedthatthiswouldcost$30M. Shouldthebridgeneedtobereplacedandtheinterchangeregradedthecostcouldjumpto over$100Million. S. PennsylvaniaAvenue(BIN2231519) T. PennsylvaniaAvenuecurrentlyisratedat5.694.Thisbridgeisnotpostedforvertical clearancehoweverminimumverticalclearanceis14feet–5inches..Thebridgecouldbe jacked7”toachieve15’–0”clearanceandtheinterchangereͲgradedtoaccommodatethe gradechange.Theestimatetodothisis$20MinFY17dollars.ErskineStreet(BIN2269600) ErskineStreetBridgewasbuiltbythedeveloperoftheshoppingmalljustnorthofthe parkwayandwasbuilttofulltruckheight. U. CrossBayBlvd(BIN2231559) CrossBayBoulevardBridgeiscurrentlypostedat12feet6inches.Itwouldneedtobe raised2feet6inchestomeetthetruckstandard.Thebridgeisratedgoodat5.083andis notinthecurrentcapitalplan.ThisbridgeisalsojustsouthoftheCrossBayBlvdBridge overtheConduitbyaboutablockortwo.Thislocationwillrequireextensiveworktobring

 

itintoatruckstandard.AtjustpastCrossBayBlvdtheBeltShoreParkwaybecomestheBelt SouthernParkwayandtheremaybewaysfortruckstoexitatCrossBaypriortoentering theNassauExpressway.HoweverinitscurrentconfigurationitcanhandleonlytheWBͲ40 Truckon8outof9movements.Beyondthatitcanonlytakethe5ofthe9fortheWBͲ62 andonly4ofthe9fortheWBͲ67Truck.Theexpectedcostoftheconstructionwouldbe$ 130,000,000inFY17dollars.Againthisisonlyeforth bridgeovertheParkway. V. SouthConduitBoulevardBridge(BIN2231560) TheSouthConduitBridgehasastructuralratingof5.268andisnotcurrentlyshowninthe capitalplan.Italsodoesnothaveaclearancepostedsothelanewidthsaretheonlyissue. W. CohancyStreet(BIN2231570) CohancyStreethasaclearanceof10feet5inchesandastructuralratingof4.395.Itwould needtoberaisedby3feet7inches.Thatwillrequiresubstantialapproachworkanditis estimatedtocost$40millioninFY17dollars. X. AqueductRaceRamp.(BIN2231580) ThisstructureisownedbythePortAuthorityofNY&NJandwasbuilttofulltruck clearance.Noworkneedsbeperformedexceptasneededforlanewidthsadjustment. Y. 130thStreet(BIN2231590) The130thstreetbridgehasastructuralratingof4.695andisnotonthecurrentcapitalplan. Thebridgehasaclearanceof10feet8inchesandmustberaisedby3feet4inches.This increaseinclearancewouldremovethelastobstacletotheexitontotheserviceeroadorth  NassauExpressway.Thecostofanewstructureis$35MillioninFY17dollarshoweverthe costofregradingandreconfigurationoftheapproachesaddsabout$15to$20Millionto theproject. Z. LeffertsBoulevard(BIN1076650)LeffertsBoulevardisaNYSDOTownedstructure.Itisnot postedsotheassumptionisthatthereisadequateclearance. TherestofthestructuresshownbelowwouldtakeatrucktotheSunriseHighwaybutthey areamixofNYSDOT,MTAandNYCDOTstructures.TheNYCDOTstructurespresentthe mostconstrictiononclearancebuttruckscouldexittheBeltParkwayandtravelonthe serviceroadStateRoute27orontheNassauExpressway878.Wehavemarkedbelowthe clearanceissuesontheCityownedstructuresbutitisnotnecessarytomodifythose structuresifallowancewillbemadeforthetrucksonthealternatesshownabove. AA. MTALine(ATrain) TheMTAlineatthislocationdoesnotdisplayaclearancepostingsotheassumptionisthat itisbuilttofulltruckheight. BB. JFKAirtrain(Nocost) CC. I678/VanWyckExpressway(BIN1055619) DD. I678/VanWyckExpressway(BIN1055620) EE. 150thStreet(BIN1076660)Clearancepostedat10feet9inchesCurrentreplacementis listedatapprox.$30Million.Bridgeratingis6.029 FF. JFKExpressway(BIN1073081) GG.NorthConduitAvenue

 

HH. GuyBrewerBridge(BIN2231610)GuyBrewerispostedat12feetͲ3inches.The replacementvalueisapprox.$60millionandtheratingis6.6.222 II. FarmersBoulevardBridge(BIN2231620)Thepostedclearanceis11feet–8inches.The approx.replacementvalueis$30million.Thebridgerating is4.477.Thereplacementvalue isjusttoreplaceasiswhereastheincreasedclearancewouldaddsignificantlytothecost. JJ. SpringfieldBoulevardBridge(BIN2231630)Thepostedclearanceis11feet–1inch.The replacementvalueisApprox.$40million.Thebridgeratingis4.591.Thereplacementvalue isjusttoreplaceasiswhereastheincreasedclearancewouldaddsignificantlytothecost. KK. 225thStreetBridge(BIN2231640)Thepostedclearanceis11feet–5inches.The replacementvalueis$32Million.Thebridgeratingis4.614.Thereplacementvalueisjust toreplaceasiswhereastheincreasedclearancewouldaddsignificantlytothecost. LL. 27XBridge ThenexttwobridgesarepasttheturnoffforeasternLI.IfthestudyproceedsuptheCross IslandParkwaytherearenumerouslowclearancebridgethatwouldmakethecostsmuch higher. MM. SunriseHighwayWestBound(BIN2231660) NN.SunriseHighwayWestBound(BIN2231650)

TherearealsosomebridgesthatareveryclosetoortaketrafficfromtheBeltParkwaythatwill beaffected.Thosebridgesare:

A. 3rdAvenueoverShoreRoadDrive(BIN2244160) B. RidgeBoulevardoverShoreRoadDrive(BIN2244150) C. CropseyAvenueSouthboundoverConeyIslandCreek(BIN2240301) D. CropseyAvenueNorthboundoverConeyIslandCreek(BIN2240302) E. StillwellAvenueoverConeyIslandCreek(BIN2240540)

Thecostsforthesebridgesarenotincludedasitiscurrentlyunclearwhatinterchangeswillbe modifiedorifmodificationsareneeded.

4. LowLiveLoadcarryingcapacityofbridgesthatcarryBeltParkway

AlthoughnotloadpostedduetothefactthatBeltParkwaydoesnotallowcommercialvehicles, followingbridgesthatcarryBeltParkwayhavelesscapacitythanwhatisneededtocarryalegal load.

A. BeltParkwayoverBayParkway(BIN2231319)–Level2inventoryratingofthisbridgeis34 Tons. B. BeltparkwayoverShellRoad(BIN2231359)–Level1inventoryratingcalculatedin1983is 29Tons C. BeltParkwayoverOceanAvenueͲLevel2inventoryratingofthisbridgeis27Tons D. BeltParkwayOverBedfordAvenue(BIN2231429)–Level2inventoryratingofthisbridgeis 28Tons

 

E. BeltParkwayOverNostrandAvenue(BIN2231439)–Level2inventoryratingofthisbridgeis 26Tons

Dependingonthelevelofstrengtheningand/orreplacementrequiredtobringabovementioned bridgestocompliancetothelegalloadrequirementsmaycostintherangeof$50Mto$75M.



Summaryoffindings:

TherearemultipleoptionstolookatforthisstudybuttheBeltwasdesignedforpassenger vehiclesandtherewerenoaccommodationsmadefortruckpassage.Presentlytherearelimited truckspermittedontheBelt.Thesetrucksareconfinedtoconstructionzonesandto maintenanceandrepairworkalongtheroadway.Theintroductionoftruckmountedfreightto theParkwayisasubstantialdeparturefromtheoriginaldesignandthecurrentusage.

Thisstudywasundertakentolookatthetechnicalfeasibilityandthecostsofintroducingtrucks totheroadway.Itshouldbenotedthatwideningtheroadwayto12footlanesandshoulders hasbeendonewherefederalfundshavebeenutilizedforbridgereplacementsbytheNYCDOT. However,thatworkislimitedtothecorridorbetweenKnappStreetandPennsylvaniaAvenuein Brooklyn.

TheBeltParkwaystillhaslongstretchesthatpresentmajorheightrestrictionstotrucks. Additionally, theinterchangesarenotfullyconfiguredfortrucktrafficandwouldrequire modificationstoallowtruckstofreelyenterandleavethehighway.Theinterchangeworkalone presentsnumerouspropertyandgradechangeissuesthatwilldriveupthecostofallowing trucksontotheroadway.

Thecurrentallinis$2.9BilliondollarsplusanyworktheNYSDOTwouldneedtoperformand exceedsthecurrentprojectedvalueoftheworkontheBQE.Thatdollarvalueisprobablynot attainableandexcludespropertytakingsandforceaccounts.Italsodoesnotincludeanynoise wallsorotherfeaturesthatcommunitiesalongtheroutemayinsiston.

Onemajorwaytoreducethecostistoaccepttheroadwayatthecurrent11footwidth.That wouldtake$1.075Billionfromtheoverallestimatedcost.However,thatisnotthefederal standardsowewouldacceptthelanewidthasasubstandardfeature.Whilethismaybean issueitispossibletoproceedasthecurrentBQEhas11footwidelaneinsomeportions. Additionally,ifthetrucksareonlyallowedontheBeltuntiltheygetoffforeitherRoute27or Route878thenthecostisreducedbyanadditional$192million.

ThesecondwaytoreducethisnumberistolimitthesizeofthetrucktoWBͲ40.Thatreduces thecurrentnoavailablemovementssubstantiallyandbringsthecostdownby$200Million.

Theotherwaytoreducecostistolimitthe heightoftruck.Thisisextremelyhazardous.At presentNOTRUCKSarepermittedontheBeltyetwecurrentlyhavebridgestrikesregularly.

 

Thebridgethatgetshitthemostoftennowisthe17thAvenuePedestrianBridgewhichisgoing intoconstructiontobereplacedinFY17.Additionally,the27thAvenuePedestrianBridgewill alsobereplacedaspartofthesamecontract.Thequestionisatwhatlimitdoyousetthe standardandhowisitenforcedtoprotectthebridges.

Ifthelimitweresetat12foot6inchesthatwouldreducethecostto$780Millionpluswhatever additionalworkwouldbeneededtohandletheenforcement.Theenforcementcouldbe protectionbeamsateachstructurewhoseclearanceislessthanthestandardorprotection beamsatinterchanges.Thecostfortheseprotectionbeamsisnotincludedinthe$780million.

Itdoesnotseemprudenttogoanylowerthan12foot6inchessothisstillleavesthetwoMTA railfacilitiesovertheBeltand12NYCDOTstructurestobedealtwith.Thesefacilitiesinclude fourpedestrianbridgesand8roadwaystructures.Currentlyonlytwoofthepedestrianbridges areprogramed.Inlookingthroughthesefacilitiesweareassumingreplacementsforthefour pedestrianbridgesand,replacementsfor4NYCDOTroadwaybridges,jackingoftheMTA structureattheConeyIslandYardby4inchesreducingthecostbe75%,Jackingandpavements on4NYCDOTroadwaybridges,Majorworkonthe4trackstructureacrosstheroadwaysat SheepsheadBay.Theenforcementeffortswouldprobablyaddabout$25to30millionthework. Therefore,thelowendnumberisinthe$800milliondollarrangeanddoesnotgetthefull desiredclearance.

ThereisalsoatimingissuethatatpresentisunknownbuttheBQEconditioniscurrentlybeing assessed.Thecurrentplanhasonlyaveryfewofthestructuresplannedforworkinthenext10 years.TheBQEisontrackforaFY18construction.Inordertomaintainthatschedule,work wouldneedtobeperformedto fullyassess,designandconstructthebridgesthatareimpacted bythisconstructionrouting.PreparingtheBeltParkwayfor2018isamajortask.NYCDOT procurementmethodsarenotasquickaswewouldlikebutitwouldbeatallorderto coordinatetheworkon14structures3ofwhichareownedbyothersand11thatareunder NYCDOTownership.

Itisalsoasensitiveanalysis.Iftheheightlimitweretogoto13footthenfour(4)additional structureswouldbeinvolvedandthecostswouldrisedramaticallybothforamajorityofthe bridgesincludedinthe12’Ͳ6”analysisandthefourbridgesaddedtogetto13foot.Thisputs thecostsintheareaof$1.2Billionanditisnotclearwhatbenefitisgained.Additionally,this wouldcompoundthetimingandworkissues.

Onelastpoint,theongoingworkattheBeltoverGerritisenInslatandtheBeltoverMillBasin willbringthosebridgesintoconformance,However,thebridgeatGerritsenwillbein constructionfortwomoreyearsandthebridgeatMillbasinwillbe4years.Theycurrentlyhave 5tonweightpostingssoputtingtruckson theroadwaycurrentlyisnotrecommended.

Conclusions

 

TheBeltParkwayisalimitedaccessroadwaydesignedforpassengervehicles.Thisstudylooked atthepossibilityofconvertingittotruckuseforthetimethattheBQEisunderconstruction. Thestudyonlylookedattheworkcostsfortheroadwayandbridges.Thestudydidnotlookat thecostsforproperty,treedisplacements,noisewallsandotherfeaturesthatmayneedtobe incorporatedshouldtheBeltbeconvertedtoatruckroute.

Inshorttheminimumcostis$800millionandthatonlygetstoapointwherea12foot6inch high truckwitha33foottrailercouldutilizetheroadway.Whilethismaycovermanyofthe truckloadsthattraversetheroadwayswithinthecityitdoesnotcoverallofthetrailerlengths andseparatingthemoutisanissue.Ithasalsoatimingissuebasedonbothongoingworkand theworktogetthebridgesthatneedtobejackedorreconstructed.Thisoptionprobablycould notbeinplacebefore2020atbest.

Thecosttogettoafullinterstatehighwayheightandwidthisexpectedtobe$2.9Billionplus thecostsforproperty,treedisplacements,andotherenhancements.Againthishasaneven longertimehorizonandmuchmoreoutsidecosts.Thisismorethanthecurrentcostassociated withtheworkprojectedfortheBQE.

Inordertoproceedwithanyoftheseoptionsdiscussionsandissuesneedtobeaddressedwith multipleCommunityBoards,CouncilDistrictsandBoroughs.Thereisanissuewithtrucknoise thatwouldneedtobeaddressed.Thereisthereconfigurationofinterchangesthatgetmore complicatedasthestandardtruckclearanceisapproached.Therearethereallifetimingissues thatwouldbebasedontheworktobeperformedontheBQE.Therearethepoliticalrealities alongthehighwaycorridor.

Therawcostoftransformingtheroadwaytoatruckrouteisstaggering.Wewouldnot recommendproceedingwiththatpath.









NYC DOT DIVISION OF BRIDGES ENGINEERING REVIEW UNIT

BELT PARKWAY BRIDGES CARRIED & CROSSED DATA

February 5, 2016

 

 

  CARRIEDDATANOMENCLATURE CROSSEDDATANOMENCLATURE

POSTEDV.C.ON POSTEDV.C.UNDER

MINV.C,ON

MINV.C. CARRIEDTOTAL UNDER HORIZONTALCLEAR 

 

 BSHPBRIDGEOVERSHELLRD 



 BROOKLYN SECTION

34

33 32 1 2 31

3 30

29 4

5

6 28 7 8 27 9

10 11 19 23 24 25 26 12 15 17 21 13 14 16 18 20 22

1. BIN 2231239 – BSHP OVER 2ND AVE* 10. BIN 2231329 – BSHP OVER 26TH AVENUE 19. BIN 7233070 – NYC RAPID TRANSIT OVER BSHP* 28. BIN 2231479 – BSHP OVER MILL BASIN MAP LEGEND: TH TH 2. BIN 2231249 – BSHP OVER BAY RIDGE AVE 11. BIN 2231330 – 27 AVE PED BR OVER BSHP 20. BIN 2233080 – EAST 14 ST PED OVER BSHP 29. BIN 2231481/2 – BSHP OVER CARRIED BRIDGE (CITY OWNED) 3. BIN 2231250 – 81ST ST PED BR OVER BSHP 12. BIN 2231340 – CROPSEY AVE OVER BSHP 21. BIN 2231409 – BSHP OVER SHEEPSHEAD BAY RD 30. BIN 2231499 – BSHP OVER ROCKAWAY PKWY 4. BIN 2231260 – 92ND ST PED BR OVER BSHP 13. BIN 2231359 – BSHP OVER SHELL RD* 22. BIN 2231419 – BSHP OVER OCEAN AVE 31. BIN 2231509 – BSHP OVER FRESH CREEK CROSSED BRIDGE (CITY OWNED) 5. BIN 2231270 – 4TH AVENUE OVER BSHP 14. BIN 7233000 – RAPID TRANSIT OVER BSHP* 23. BIN 2231429 – BSHP OVER BEDFORD AVE 32. BIN 2231519 – PENNSYLVANIA AVE OVER BSHP 6. BIN 5521900 – FROM VZ BR OVER BSHP* 15. BIN 2231360 – BSHP OVER OCEAN PKWY 24. BIN 2231439 – BSHP OVER NOSTRAND AVE 33. BIN 2231529 – BSHP OVER HENDRIX AVE* CARRIED BRIDGE (OTHER) 7. BIN 2231290 – BAY 8TH ST OVER BSHP 16. BIN 2231370 – GUIDER AVE RAMP OVER BSHP 25. BIN 2231449 – KNAPP ST OVER BSHP 34. BIN 2269600 – ERSKINE ST OVER BSHP 8. BIN 2231300 – 17TH AVE PED OVER BSHP 17. BIN 2231380 – AVE OVER BSHP 26. BIN 2231450 – BSHP OVER GERRITSEN INLET CROSSED BRIDGE (OTHER) 9. BIN 2231319 – BSHP OVER BAY PKWY 18. BIN 2231390 – EAST 12TH ST OVER BSHP 27. BIN 2231460 – FLATBUSH AVE OVER BSHP * NON-CITY OWNED BRIDGE BROOKLYNSECTIONͲCARRIEDBRIDGES

Reference Inspection Condition No.of CARRIED DATA no.(See BIN BOROUGH FEATURECARRIED FEATURECROSSED YearBuilt Drawings DESCRIPTION Date Rating Spans MinVCON MinVCON L1HSInventory L1HSOperating L2Submit L2HSInventory L2HSOperating PostedVC PostedVC PostedLoad CarriedTotalHoriz Numberof Numberof MinLane CoverMap) (Ft) (In) Rating Rating Date Rating Rating ON(Ft) ON(In) (Tons) Clear(ft) LanesLEFT LanesRIGHT Width(ft) 1 2231239 KBSHP 2ndAve 1963 ͲͲ40 YES nolimit nolimit notavailable notavailableͲnotavailable notavailable none none none 24.7 2 2 11 Rehabin Rehabin Rehabin 2 2231249 KBSHPBAYRIDGEAVENUE 1 YES nolimit nolimit notavailable notavailableͲnotavailable notavailable none none none 73.8 2 3 11 Progress Progress Progress 9 2231319 KBSHPBAYPARKWAY 1941 6/19/2014 4.533 1 YES nolimit nolimit notavailable notavailable 12ͲSepͲ14 34 57 none none none 34 3 3 11

10 2231329 K BSHP 26THAVENUE 1941 4/1/2014 4.6 1 YES nolimit nolimit notavailable notavailableͲnotavailable notavailable none none none 34 3 3 11

13 2231359 KBSHPSHELLROAD 1941 9/30/2014 3.831 37 YES 13 2 29 45 Ͳ notavailable notavailable 12 2 none 35 3 3 11

SYSTEM 15 2231360 KBSHPOCEANPARKWAY 2004 7/16/2014 6.448 3 YES nolimit nolimit 49.6 110.2 Ͳ notavailable notavailable none none none 34 4 4 11.8 

21 2231409 K BSHP SHEEPSHEADBAYROAD 1942 4/1/2014 4.738 1 YES nolimit nolimit notavailable notavailable 05ͲMayͲ14 47 78 none none none 35 3 3 11

22 2231419 KBSHPOCEANAVENUE 1942 3/25/2014 4.306 3 YES nolimit nolimit notavailable notavailable 15ͲMayͲ14 27 46 none none none 34 3 3 11 PKWY  23 2231429 K BSHP BEDFORDAVENUE 1942 4/23/2014 4.278 3 YES nolimit nolimit notavailable notavailable 06ͲJunͲ14 28 47 none none none 78 3 3 11

24 2231439 KBSHPNOSTRANDAVENUE 1942 3/25/2014 4.264 3 YES nolimit nolimit notavailable notavailable 09ͲJunͲ14 26 44 none none none 68 3 3 11 BELT  26 2231450 K BSHP GERRITSENINLET 1939 8/12/2014 3.418 11 YES nolimit nolimit notavailable notavailableͲnotavailable notavailable none none 5 37 3 3 12

28 2231479 K BSHP MILLBASIN 1941 11/4/2014 3.269 14 YES nolimit nolimit 1.11(HL93) 1.44(HL93) Ͳ notavailable notavailable none none 5 34 3 3 11

29 2231481/2 K BSHP PAERDEGATBASIN ͲͲ ͲͲYES nolimit nolimit notavailable notavailableͲnotavailable notavailable none none none 34 3 3 11

CARRIED 30 2231499 KBSHPROCKAWAYPARKWAY 1941 11/5/2014 7 4 YES nolimit nolimit notavailable notavailableͲnotavailable notavailable none none none 72 3 3 11

31 2231509 K BSHP FRESHCREEK 1941 11/25/2013 6.831 5 YES nolimit nolimit notavailable notavailableͲnotavailable notavailable none none none 34 3 3 11

33 2231529 K BSHP HENDRIXAVE 1941 ͲͲ7 YES nolimit nolimit 36 59 9/25/2014 36 61 none none none 37 3 3 11

n/a 2244160 K3RDAVENUE SHOREROADDRIVE 2000 6/14/2013 6.727 1 nolimit nolimit 42 2 2 10.1   n/a 2244150 K RIDGEBOULEVARD SHOREROADDRIVE 2000 6/10/2013 6.333 1 nolimit nolimit 53.8 2 2 11 OF  CROPSEYAVENUE n/a 2240301 K CONEYISLANDCREEK 1930 7/2/2013 5 3 nolimit nolimit 38 69 36 0 3 12 SOUTHBOUND

PKWY CROPSEYAVENUE  n/a 2240302 K CONEYISLANDCREEK 1930 10/27/2014 4.718 3 nolimit nolimit 38 69 36 0 3 12

PART NORTHBOUND 

SYSTEM n/a 2240540 K STILLWELLAVENUE CONEYISLANDCREEK 1991 6/12/2013 6.292 2 nolimit nolimit 14ͲAugͲ13 28 47 48.5 2 2 11 BELT OCEANAVENUE NOT n/a 2240320 K SHEEPSHEADBAY 1940 10/20/1987 26 nolimit nolimit PEDESTRIANBRIDGE BROOKLYNSECTIONͲCROSSEDBRIDGES Referenceno. Inspection Condition Numberof CROSSED DATA (SeeCover BIN BOROUGH FEATURECARRIED FEATURECROSSED YearBuilt Drawings DESCRIPTION Date Rating Spans PostedVC PostedVC MinimumVC MinimumVC MedianWidth CrossedTotal Numberof Map) UNDER(Ft) UNDER(In) UNDER(Ft) UNDER(In) (ft) HorizClear(ft) Lanes 81STSTREET 3 2231250 K BSHP 1941 2/25/2013 4.761 5 YES none none 13 3 Ͳ 34 6 PEDESTRIANBRIDGE 92NDSTREET 4 2231260 K BSHP 1941 8/8/2013 3.475 6 YES 11 9 16 1 Ͳ 36.4 6 PEDESTRIANBRIDGE 5 2231270 K4THAVENUE BSHP 1941 3/21/2014 4.763 2 YES 10 4 11 6 5 36 6 FROMVERRAZANOBR 6 5521900 K BSHP 1961 ͲͲ13 NO none none 16 0 Ͳ 36 6 TOBELTPKWY 7 2231290 KBAY8THSTREET BSHP 1941 6/11/2013 5.921 1 YES none none 14 6 2.4 4.4 6 17THAVENUE 8 2231300 K BSHP 1941 9/24/2013 3.614 1 YES 10 8 12 2 Ͳ 35.6 6 PEDESTRIANBRIDGE

SYSTEM 27THAVENUE

 11 2231330 K BSHP 1941 3/27/2013 4.106 1 NO 10 11 12 0 Ͳ 35 6 PEDESTRIANBRIDGE 12 2231340 KCROPSEYAVENUE BSHP 1941 7/10/2014 4.639 2 YES 12 6 13 7 5 37.5 6

14 7233000 K RAPIDTRANSIT SHELLRDͲBSHP 1940 ͲͲ425 NO 12 2 13 11 Ͳ 33 6 PKWY  GUIDERAVENUERAMP 16 2231370 K BSHP 1942 9/23/2014 6.778 4 YES none none 13 8 Ͳ 41 6 TOBSHP 17 2231380 KCONEYISLANDAVENUE BSHP 1942 10/15/2013 5.708 4 YES none none 14 0 2 34 4 BELT  18 2231390 KEAST12THSTREET BSHP 1942 7/7/2014 4.542 4 YES 12 4 13 4 5.5 28 6

19 7233070 KNYCRAPIDTRANSIT BSHP 1930 ͲͲ10 NO 11 1 14 0 Ͳ 33 6 EAST14THSTREET 20 2233080 K BSHP 1955 7/1/2013 4.262 14 YES 11 9 12 11 Ͳ 30 6 PEDESTRIANBRIDGE

CROSSED 25 2231449 K KNAPPSTREET BSHP 1942 4/9/2014 4.313 1 YES 11 5 12 8 5.8 37.9 6

27 2231460 KFLATBUSHAVENUE BSHP 1941 10/18/2013 6.206 2 YES 12 4 14 0 5 55 4

32 2231519 K PENNSYLVANIAAVENUE BSHP 1941 6/18/2013 5.694 2 YES none none 14 5 4 34 3

34 2269600 K ERSKINESTREET BSHP 2002 8/20/2014 5.938 1 YES none none 15 3 44 3 1.BIN2231239–BSHPOVER2ndAVENUEͲCARRIEDBRIDGE  AERIALVIEW

LEGEND:

CARRIEDBRIDGE

 2.BIN2231249–BSHPOVERBAYRIDGEAVEͲCARRIEDBRIDGE  AERIALVIEW

LEGEND:

CARRIEDBRIDGE

 3.BIN2231250–81stSTREETPEDBRIDGEOVERBSHP–CROSSEDBRIDGE

AERIALVIEW

81STST.PEDBRIDGE

LEGEND:

CROSSEDBRIDGE



ELEVATIONVIEW

 4.BIN2231260–92NDSTREETPEDBRIDGEOVERBSHP–CROSSEDBRIDGE

AERIALVIEW

92NDST.PEDBRIDGE

LEGEND: BELTPARKWAY CROSSEDBRIDGE



ELEVATIONVIEW

 5.BIN2231270–4THAVENUEOVERBSHP–CROSSEDBRIDGE

AERIALVIEW

LEGEND:

CROSSEDBRIDGE



ELEVATIONVIEW

 6.BIN5521900–FROMVERRAZANOBRIDGETOBELTPKWYOVERBSHP–CROSSEDBRIDGE

AERIALVIEW

FROMVERRAZANOBRIDGETOBELT PKWYOVERBSHP BIN 5521900

LEGEND:

CROSSEDBRIDGE

 ELEVATIONVIEW

 7. BIN 2231290 – BAY 8TH STREET OVER BSHP – CROSSED BRIDGE

AERIAL VIEW

LEGEND:

CROSSED BRIDGE

ELEVATION VIEW 8. BIN 2231300 – 17TH AVENUE PED OVER BSHP – CROSSED BRIDGE

AERIAL VIEW

17TH AVENUE PED BRIDGE

LEGEND:

CROSSED BRIDGE

ELEVATION VIEW

9. BIN 2231319 – BSHP OVER - CARRIED BRIDGE

AERIAL VIEW

LEGEND:

CARRIED BRIDGE

10. BIN 2231329 – BSHP OVER 26TH AVENUE - CARRIED BRIDGE

AERIAL VIEW

LEGEND:

CARRIED BRIDGE 11. BIN 2231330 – 27TH AVENUE PED OVER BSHP – CROSSED BRIDGE

AERIAL VIEW

27TH AVENUE PED BRIDGE

LEGEND:

CROSSED BRIDGE

ELEVATION VIEW

12. BIN 2231340 – OVER BSHP – CROSSED BRIDGE

AERIAL VIEW

LEGEND:

CROSSED BRIDGE

ELEVATION VIEW

13.BIN2231359–BSHPOVERSHELLROADͲCARRIEDBRIDGE

AERIALVIEW

BELTPARKWAY

LEGEND:

CARRIEDBRIDGE

OVERHEADSTRUCTURE

 OverheadStructure

 14.BIN723300–RAPIDTRANSITOVERSHELLRDͲBSHP–CROSSEDBRIDGE

AERIALVIEW

RAPIDTRANSITOVERSHELLRD–BSHP BIN 7233000 BELTPARKWAY LEGEND:

CROSSEDBRIDGE

 ELEVATIONVIEW

 15.BIN2231360–BSHPOVEROCEANPARKWAYͲCARRIEDBRIDGE  AERIALVIEW

LEGEND:

CARRIEDBRIDGE

 16. BIN 2231370 – GUIDER AVENUE RAMP TO BSHP – CROSSED BRIDGE

AERIAL VIEW

BELT PARKWAY

LEGEND:

CROSSED BRIDGE

ELEVATION VIEW

17. BIN 2231380 – OVER BSHP – CROSSED BRIDGE

AERIAL VIEW

CONEY ISLAND AVE

LEGEND:

CROSSED BRIDGE

ELEVATION VIEW

18. BIN 2231390 – EAST 12TH STREET OVER BSHP – CROSSED BRIDGE

AERIAL VIEW

TH EAST 12 STREET

LEGEND:

CROSSED BRIDGE

ELEVATION VIEW

19. BIN 7233070 – NYC RAPID TRANSIT OVER BSHP – CROSSED BRIDGE

AERIAL VIEW

NYC RAPID TRANSIT OVER BSHP BIN 7233070 BELT PARKWAY LEGEND:

CROSSED BRIDGE

ELEVATION VIEW 20. BIN 2233080 – EAST 14TH STREET PED BRIDGE OVER BSHP – CROSSED BRIDGE

AERIAL VIEW

LEGEND:

CROSSED BRIDGE

EAST 14TH STREET PED BRIDGE

ELEVATION VIEW

21. BIN 2231409 – BSHP OVER SHEEPSHEAD BAY ROAD - CARRIED BRIDGE

AERIAL VIEW

LEGEND:

CARRIED BRIDGE

22. BIN 2231419 – BSHP OVER - CARRIED BRIDGE

AERIAL VIEW

BELT PARKWAY

LEGEND:

CARRIED BRIDGE