Chester Road PDP. Nassau County, Florida. Transportation Impact Analysis. VHB/Vanasse Hangen Brustlin, Inc. Nassau County Growth Management

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1 Transportation Impact Analysis Chester Road PDP Nassau County, Florida Submitted to Nassau County Growth Management Prepared for Raydient + Places, Inc. Prepared by VHB/Vanasse Hangen Brustlin, Inc. Landmark Center Two 225 E. Robinson Street, Suite 300 Orlando, Florida August 2016

2 TableofContents TableofContents...i Introduction...1 ProjectDescription...1 StudyMethodology...3 AnalysisArea...3 ExistingConditions...5 ExistingRoadwayNetwork...5 ProgrammedImprovements...5 ExistingRoadwaySegmentAnalysis...6 ExistingUnsignalizedIntersectionCapacityAnalysis...9 ExistingSignalizedIntersectionCapacityAnalysis...10 FutureConditionsYear BackgroundTrafficGrowth...13 SiteGeneratedTraffic...16 TripGeneration...16 TripGenerationSummary...16 TripDistributionandAssignment...17 TrafficOperations...22 LevelofServiceCriteria...22 RoadwaySegmentAnalysis...22 UnsignalizedIntersectionCapacityAnalysis...23 SignalizedIntersectionCapacityAnalysis...25 RecommendedMobilityNetworkImprovements...29 TechnicalAppendix AppendixA TransportationImpactAnalysis(TIA)Methodology AppendixB CommittedProjectsInformation AppendixC DataCollection AppendixD MarketStreetPDPTripGenerationEstimate AppendixE TripGenerationEstimate AppendixF ConversionMatrixandLandUseExchangeExample AppendixG ProjectDistribution AppendixH IntersectionVolumes AppendixI LevelofServiceAnalysisPrintouts AppendixJ 95 th PercentileQueueAnalysisPrintouts i TIA ChesterRoadPDP

3 ListofTables TableNo. Title Page Table1 Table2 Table3 Table4 Table5 Table6 Table7 Table8 Table9 ProgrammedImprovementsFDOTD2FiveYearWorkprogram...6 ExistingRoadwaySegmentCapacityAnalysis...6 ExistingUnsignalizedIntersectionCapacityAnalysis...9 ExistingSignalizedIntersectionCapacityAnalysis...11 TripGeneration...17 TripDistributionSummary...19 Year2021RoadwaySegmentCapacityAnalysis(AdjustedProjectTraffic Distribution)...23 Year2021RoadwaySegmentCapacityAnalysis(ModeledProjectTraffic Distribution) UnsignalizedIntersectionCapacityAnalysis...25 Table SignalizedIntersectionCapacityAnalysis...26 Table QueuingAnalysis...28 ii TIA ChesterRoadPDP

4 ListofFigures FigureNo.Title Page Figure1 ProjectLocationMap...2 Figure2 AnalysisArea...4 Figure3 ExistingRoadwayVolumes...7 Figure4 ExistingIntersectionVolumes...8 Figure5 2021NoBuildConditionRoadwayVolumes...14 Figure6 2021NoBuildConditionIntersectionVolumes...15 Figure7 ProjectTripDistributionandAssignment...18 Figure8 2021BuildRoadwayVolumes...20 Figure9 2021PeakHourBuildIntersectionVolumes...21 iii TIA ChesterRoadPDP

5 1 Introduction ProjectDescription VHB/VanasseHangenBrustlin,Inc.hasbeenretainedbyRaydientPlaces+Properties,Inc.to conductatransportationimpactstudyforthefirstpreliminarydevelopmentplan(pdp)within thechesterroaddetailedspecificareaplan(dsap).thispdpistobelocatednorthofpages Dairy Road and west of Chester Road in Nassau County, Florida within the East Nassau Community Planning Area (ENCPA). The project location is shown on Figure 1. This transportation impact study quantifies both the existing traffic conditions along area roadwayssurroundingthesiteandtheprojectedfuturetrafficconditionsexpectedforthe shortterm(year2021)buildoutofthedevelopmentplan.thepurposeofthisstudyisto determinethepointintimeatwhichimprovementsalreadyidentifiedinthemobilitynetwork will be needed. This document provides a detailed description of the study methodology, analysis,andkeyfindings. TheproposedChesterRoadPDPisapproximately317.5acresintotalarea,locatednorthof PagesDairyRoadandwestofChesterRoad.ThePDPproposeddevelopmentconsistsof400 singlefamilyresidentialunits,300multifamilyresidentialunits,and31,000squarefeetof retail. Theproposedprojectwillbedevelopedoncurrentlyvacantland.Thedevelopmentis anticipatedtobecompletedinyear2021.therewillbeonenewconnectiononpagesdairy RoadapproximatelyonequartermilewestoftheintersectionofPagesDairyRoadand ChesterRoad.TherewillalsobetwonewconnectionsalongChesterRoadapproximately onequartermileandonehalfmilenorthoftheintersectionofpagesdairyroadand ChesterRoad.Theseconnectionswilloperateasunsignalizedintersections. 1 TIA ChesterRoadPDP

6 Heron Isles Pkwy Blackrock Rd 17 5 A1A Chester Rd \\vhb\proj\orlando\ Chester Road DSAP\graphics\FIGURES\AI\PDP Report Figures\Fig 1 - Project Location Map ai Pages Dairy Rd Felmor Rd Yulee Hedges Project Boundary Railroads Glenwood Figure 1 Project Location Map Nassau County, Florida Source Bing Maps Piney Island

7 StudyMethodology AnalysisArea Thepurposeofthisstudyistodeterminethepointintimeatwhichimprovementsalready identifiedinthemobilitynetworkwillbeneeded.inaddition,theresultsofthisstudyare usedtoidentifytherecommendedallocationofmobilityfeefundstowardsthecompletion oftheencpamobilitynetworkimprovements.thefocusofthisstudyistoevaluatenear termoperatingconditionsontheroadwaysandintersectionslikelytobeusedforaccessto and from the site and the potential transportation impacts on these roadways and intersections.additionally,thestudyidentifiestransportationimpactsontheseroadwaysand intersectionsandrecommendsactionsandimprovementsaimedataddressingtheproject relatedimpactsontheseroadways. Thistransportationimpactstudyanalyzestrafficoperatingconditionsduringthemorningand afternoon peak period for intersections within the study area, and analyzes daily traffic operating conditions for roadway segments within the study area per the Transportation ImpactAnalysis(TIA)Methodologydocument,whichiscontainedinAppendixA. Toevaluatethepotentialtrafficimpactsoftheproposeddevelopment,ananalysisoftraffic conditionsforthe2016existingconditionandthe2021buildconditionofthedevelopment planwasconductedandispresentedinthisreport. Consistentwiththeprojectmethodology,theprimaryanalysisareaforthistrafficassessment includesallcorridorsandintersectionswithinaonemileradiusoftheprojectsite.(theone mile radius isbasedon thedaily tripgeneration for theproject, which is discussedunder Section3).TheAnalysisAreaforthisprojectisshowninFigure2.Thecorridorsadjacentto the site are Pages Dairy Road, Chester Road, and SR 200/A1A/The Buccaneer Trail. Intersectionswereselectedforanalysisbasedonareviewoftheprojectsiteinrelationtothe streetnetworkandconsistentwiththeapprovedtiamethodology.basedonthisreview,the followingintersectionswereanalyzed: PagesDairyRoadandChesterRoad SR200/A1A/TheBuccaneerTrailandMinerRoad/FelmorRoad SR200/A1A/TheBuccaneerTrailandChristianWay/GeneLassereBlvd SR200/A1A/TheBuccaneerTrailandChesterRoad SR200/A1A/TheBuccaneerTrailandArrigoBlvd HallmanParkwayatChesterRoad PagesDairyRoadandProjectDriveway ChesterRoadandSouthProjectDriveway ChesterRoadandNorthProjectDriveway 3 TIA ChesterRoadPDP

8 Blackrock Rd Chester Rd Heron Isles Pkwy \\vhb\proj\orlando\ Chester Road DSAP\graphics\FIGURES\AI\PDP Report Figures\Fig 2 - Analysis Area ai Pages Dairy Rd Felmor Rd 5 A1A 17 Project Boundary Analysis Area Railroads Hedges Glenwood 200 Figure 2 Analysis Area Nassau County, Florida Source Bing Maps

9 2 ExistingConditions ExistingRoadwayNetwork ProgrammedImprovements This section summarizes existing transportation conditions observed in the study area, including roadwayandintersectiongeometry,existingtrafficcontrol,anddailyandeveningpeakhourtraffic volumes. SR 200/A1A/The Buccaneer Trail is the primary eastwest arterial roadway in Nassau County, connectinginterstate95tothepopulationcentersoffernandinabeachandameliaislandtothe east.tothewestofinterstate95,sra1aextendstotheruralcommunityofcallahan.sr200/a1a /TheBuccaneerTrailiscurrentlyafourlanedividedroadwayandisunderthejurisdictionofFDOT. PagesDairyRoadisanalternativeeastwestfacilitytoSR200/A1A/TheBuccaneerTrail.Itisatwo laneundividedroadwaythatconnectsus17tochesterroad. ChesterRoadiscurrentlyfourlanesbetweenSR200/A1A/TheBuccaneerTrailandCourtneyIsles Way.IttransitionstoatwolanefacilitynorthofCourtneyIslesasChesterRoadextendsnorthward intoresidentialareas. ImprovementstoSR200/A1A/TheBuccaneerTrailtheadoptedFDOTFiveYearWorkProgram.The wideningofsr200/a1a/thebuccaneertrailfromfourtosixlanesbetweenwestofrubinroadto eastofcr107/scottroadisfundedforconstructioninfy2016. At the April 20, 2016 Board of County Commissioners meeting, Nassau County Board of County Commissionersapproved$5.15milliontoprovideforimprovementsatChesterRoadandPagesDairy RoadandtheresurfacingofportionsofChesterRoadnorthofHeronIsles,andcombiningthedesign ofthisprojectwiththedesignofthewideningandresurfacingofpagesdairyroad. Information regarding these improvements was obtained from the Florida Department of TransportationDistrict2FiveYearWorkProgramandisincludedinAppendixB. 5 TIA ChesterRoadPDP

10 Table1 ProgrammedImprovementsFDOTD2FiveYearWorkprogram FDOT ItemNo N/A ExistingRoadwaySegmentAnalysis RoadwayandLimits Description Phase Year Funding SR200(A1A)fromwest ofrubinrd.toeastof CR107/ScottRd. ChesterRoadfrom NassauCenterCtto northofpagesdairyrd. Addlanes(widen from4to6) Addlanes(widen from2to4)& Improves Intersection Construction 2016 $68,364,450 Construction 2018 $5,150,000 Toidentifycurrenttrafficconditionsalongthemajorroadwaysservingtheprojectanalysisarea,the latestavailableroadwayvolumeswerecollectedfromthefdotfloridatrafficonline(2014)and fromnassaucountylocalroadstrafficcounts( ).thelatestavailableroadwaydatafor PagesDairyRoadfromtheNassauCountyLocalRoadsTrafficCountsisfrom2009.Allvolumeswere grownusinggrowthratesidentifiedinthetiamethodologydocument sfuturegrowthsectionto the year The2016weekdayaverageannualdailytraffic(AADT)roadwayvolumenetworkis presented in Figure 3. The existing roadway segment analysis is shown in Table 2. All roadway segmentsintheanalysisareacurrentlyoperateatalevelofservicedorbetter. Table2ExistingRoadwaySegmentCapacityAnalysis RoadwaySegment No.of Lanes LOS Std Service Capacity Existing AADT Annual Growth Rate Background Volume 2016 AADT SR200/A1A MinerRdtoChristianWay 4D D 41,800 33, % 1,340 34,840 C ChristianWaytoChesterRd 4D D 41,800 33, % 1,340 34,840 C ChesterRdtoArrigoBlvd 4D D 41,800 38, % 1,540 40,040 D PagesDairyRd FelmorRdtoChesterRd 2U D 15,900 3, % 1,005 4,009 C ChesterRd NHamptonClubWayto SR200/A1A 4D D 37,600 10, % ,816 C SR200/A1AtoPagesDairyRd 4D D 37,600 12, % ,000 C PagesDairyRdtoGreenPineRd 2U D 15,900 4, % 196 5,096 C GreenPineRdtoBlackrockRd 2U D 15,900 4, % 196 5,096 C LOS 6 TIA ChesterRoadPDP

11 17 Gene Lassere Blvd A1A Arrigo Blvd Figure 3 Traffic Impact Analysis Existing Roadway Volumes Nassau County, Florida Source Bing Maps Chester Rd 5,096 13,000 34,840 40,040 10,816 Amelia Concourse \\vhb\proj\orlando\ Chester Road DSAP\graphics\FIGURES\AI\PDP Report Figures\Fig 3 - Existing Roadway Volumes ai 4,009 Pages Dairy Rd Felmor Rd 34,840 Christian Way Miner Rd Project Boundary # Existing Roadway Volumes

12 Chester Rd (233) 359 (74) 175 (128) 37 (282) (415) 197 (388) (137) 132 (303) 466 (79) 108 David Hallman Pkwy 52 (298) 7 (51) 21 (84) (91) 36 (70) 33 (162) (16) 214 (397) 30 (68) 3 (21) (318) 363 (169) 96 (142) (152) 1,019 (1,277) 57 (129) (2) 3 (0) 0 (10) 0 7 (3) 1,000 (1,598) 103 (211) 200 (209) 104 (1,156) 1,130 (330) 186 (36) 44 (1,362) 1,584 (68) (88) 89 (160) 367 (333) 111 (188) 1 (0) 115 (253) Arrigo Blvd Amelia Concourse Figure 4 Traffic Impact Analysis Existing Intersection Volumes Nassau County, Florida Source Bing Maps \\vhb\proj\orlando\ Chester Road DSAP\graphics\FIGURES\AI\PDP Report Figures\Fig 4 - Existing Intersection Volumes ai Pages Dairy Rd Felmor Rd Gene Lassere Blvd (42) 145 (61) 72 (30) 79 (50) 14 (1) 1 (72) (161) 1,317 (1,308) 186 (343) 35 (12) 1,461 (1,789) 30 (20) A1A (22) 34 (1,557) 1,284 (114) 69 (21) 60 (1,716) 1,617 (3) (212) 44 (32) 52 (57) 11 (11) 0 (0) 4 (48) Christian Way Miner Rd Project Boundary Traffic Movement AM Peak Hour Turning Movement Volume (Year 2016 Volumes) PM Peak Hour Turning Movement Volume (Year 2016 Volumes) # #

13 ExistingUnsignalizedIntersectionCapacity Analysis Todeterminetheexistingtrafficatthestudyintersections,VHBcollectedturningmovementcounts (TMCs)onNovember19,2015forthestudyareaintersections.AMandPM2hourturningmovement countswereperformedatthefollowingintersections: PagesDairyRoadatChesterRoad SR200/A1AatMinerRd/FelmorRd SR200/A1AatChristianWay/GeneLassereBlvd SR200/A1AatAmeliaConcourse/ChesterRd SR200/A1AatArrigoBlvd HallmanParkwayatChesterRoad TheAMandPMpeakhourintersectionTMCsthathavebeenadjustedto2016averageconditions arepresentedinfigure4.acopyofthedatacollectedisincludedinappendixc. TheintersectionofPagesDairyRoadandChesterRoadistheonlyunsignalizedintersectioninthe analysisarea.table3presentstheintersectioncapacityanalysisforthisintersection.theanalysis showsthatallmovementswiththeexceptionoftheeastboundleftmovement,currentlyoperateat a level of service D or better. The eastbound left turn currently experiences long delays (449.1 sec/veh)operatingatlevelofservicefwithavolumetocapacityratioof1.70inthepmpeak. AsnotedintheProgrammedImprovementssection,thewideningofChesterRoadisincludedinthe adoptedfdotfiveyearworkprogram.thiswideningprojectincludesimprovementstothepages DairyRoadatChesterRoadintersection.Theseintersectionimprovementswilladdresstheexisting deficienciesshownintable3. Table3ExistingUnsignalizedIntersectionCapacityAnalysis Intersection PagesDairyRoadat ChesterRoad Movement Note1:UnopposedMovement Source:VHB,Inc.usingHCM2010Methodology. a Averagedelayinsecondspervehicle b LevelofService 9 TIA ChesterRoadPDP 2016AMConditions 2016PMConditions v/c Delay a LOS b v/c Delay a LOS b EBL D F EBT N/A N/A N/A N/A N/A N/A EBR C B WBL N/A N/A N/A N/A N/A N/A WBT N/A N/A N/A N/A N/A N/A WBR N/A N/A N/A N/A N/A N/A NBL A A NBT Note1 Note1 Note1 Note1 Note1 Note1 NBR N/A N/A N/A N/A N/A N/A SBL N/A N/A N/A N/A N/A N/A SBT Note1 Note1 Note1 Note1 Note1 Note1 SBR Note1 Note1 Note1 Note1 Note1 Note1

14 ExistingSignalizedIntersectionCapacityAnalysis Table4showstheintersectioncapacityanalysisforthesignalizedintersections.Thisanalysisresults inseveralmovementsexperiencinglongdelaysandwithvolumetocapacityratiosgreaterthan1.0. Thesemovementshavebeenhighlightedinthetablebelow.Withtheexceptionoftheintersection ofsr200/a1a/thebuccaneertrailatminerroad/felmorroad,alloftheintersectionscurrently operateatanoveralllevelofserviceofdorbetter.theminerroadintersectionoperatesatan overalllevelofserviceeinthepmpeakhour. AsnotedintheProgrammedImprovementssection,theadoptedFDOTFiveYearWorkProgram includes the widening of SR 200/A1A/The Buccaneer Trail from four to six lanes. This widening projectwilladdressexistingintersectiondeficienciesalongsr200/a1a/thebuccaneertrailforthose movementsthatexperiencevolumetocapacityratiosover1.0. TheintersectionofHallmanParkwayatChesterRoadshowsthat,duringthePMpeakhour,the westboundthroughrightmovementoperatesatavolumetocapacityover1.0andexperienceslong delays(>120secondspervehicle). 10 TIA ChesterRoadPDP

15 Table4ExistingSignalizedIntersectionCapacityAnalysis Intersection SR200/A1Aat MinerRd/FelmorRd SR200/A1Aat ChristianWay/Gene LassereBlvd SR200/A1Aat Amelia Concourse/ChesterRd SR200/A1Aat ArrigoBlvd Movement Source:VHB,Inc.usingHCM2010Methodology. a Averagedelayinsecondspervehicle b LevelofService 2016AMConditions 11 TIA ChesterRoadPDP 2016PMConditions v/c Delay a LOS b v/c Delay a LOS b EBL F F EBT D D EBR C C WBL E F WBT C B WBR B B NBL D E NBT/R F F SBL E E SBT/R E E TOTAL N/A 52.8 D N/A 57.2 E EBL E F EBT B B EBR B B WBL E E WBT B B WBR A A NBL/T/R E E SBL D D SBT/R D D TOTAL N/A 14.8 B N/A 19.2 B EBL E E EBT C C EBR B C WBL E E WBT C C WBR B C NBL E E NBT D E NBR F D SBL E E SBT E E SBR F E TOTAL N/A 42.2 D N/A 42.8 D EBL E E EBT B C EBR A B WBL E E WBT B C WBR A A NBL/T D E NBR E F SBT/L F E SBR N/A E TOTAL N/A 21.8 C N/A 33.6 C

16 Intersection HallmanPkwyat ChesterRd Movement 2016AMConditions 2016PMConditions v/c Delay a LOS b v/c Delay a LOS b EBL D D EBT/R E D WBL D D WBT/R D F NBL A B NBT/R A B SBL A B SBT A B SBR A B TOTAL N/A 18.1 B N/A 43.3 D 12 TIA ChesterRoadPDP

17 3 FutureConditions Year2021 BackgroundTrafficGrowth Todeterminetheimpactsofthesitegeneratedtrafficvolumesonthesurroundingroadway network,futuretrafficconditionswereanalyzedforthecompletionofthepdp.thefuture conditionforthisanalysisincludes:1)existingtrafficvolumes;2)backgroundtrafficgrowth;3)trips fromapprovedencpadevelopment(proratedforyear2021)withintheanalysisarea;and4) projecttripsassignedtothestudyarearoadwaysandintersections.anticipatedsitegenerated trafficvolumeswereoverlaiduponthenobuildtrafficvolumestoreflectthebuildconditionsin thestudyarea. Trafficgrowthonarearoadwaysisafunctionoftheexpectedlanddevelopment,economicactivity, changes to the transportation network, and changes in demographics. For this project, the backgroundgrowthrateswereassignedaccordingtothetiamethodologydocument,whichcanbe foundinappendixaofthisreport.inaddition,theproratedportion(correspondingtotheyear2021) fromtheapprovedmarketstreetpdpwereaddedaspartofthebackgroundtraffic.theprojecttrip generationfortheproratedportionofthemarketstreetpdpcorrespondingtotheyear2021is documentedinappendixd. Forthestudyarearoadwaynetwork,theproposedprojecttripgenerationwasoverlaiduponthe existingroadwaynetworkvolumes.the2021nobuildconditiondailyroadwayvolumesarepresented infigure5,andthe2021nobuildconditionamandpmpeakhourintersectionturningmovement volumes (TMV) are presented in Figure 6. The NoBuild volumes are the total of existing traffic volumesandbackgroundtrafficgrowth,anddonotincludeanyprojecttraffic. 13 TIA ChesterRoadPDP

18 17 Gene Lassere Blvd A1A Arrigo Blvd \\vhb\proj\orlando\ Chester Road DSAP\tech\Transportation Analysis\PDP\Report\Fig No Build Roadway Volumes pdf Figure 5 Traffic Impact Analysis 2021 No-Build Roadway Volumes Nassau County, Florida Source Bing Maps Chester Rd 5,717 5,189 Pages Dairy Rd Felmor Rd 14,300 40,323 40,323 45,598 Christian Way 12,231 Miner Rd Amelia Concourse Project Boundary # 2021 No Build Roadway Volumes

19 \\vhb\proj\orlando\ Chester Road DSAP\graphics\FIGURES\AI\PDP Report Figures\Fig No Build Intersection Volumes ai Chester Rd Pages Dairy Rd (255) 394 (90) 202 (166) 52 (346) (456) 216 (426) (151) 145 (303) 587 (87) 119 Felmor Rd David Hallman Pkwy 57 (328) 8 (56) 23 (92) Gene Lassere Blvd (100) 40 (77) 36 (178) 111 (46) 159 (67) 80 (32) 86 (55) 16 (1) 1 (87) (177) 1,558 (1,534) 21 (18) 146 (397) 33 (75) 3 (23) (349) 399 (186) 105 (157) (376) 38 (13) 1,706 (2,054) 32 (22) A1A (2) 3 (0) 0 (15) 5 74 (167) 1,203 (1, (141) (25) 37 (1,829) 1,500 (142) 89 (32) 72 (1,994) 1,857 (3) (233) 48 (35) 73 (77) 8 (3)4) 113 (232) 12 (12) 0 (0) 4 (53) 200 (231) 115 (1,360) 1,309 (381) 218 (44) 52 (1,579) 1,802 (76) (96) 97 (176) 421 (381) Christian Way Miner Rd 122 (206) 1 (0) 128 (279) Arrigo Blvd Amelia Concourse Project Boundary Figure 6 Traffic Movement Traffic Impact Analysis 2021 No-Build Intersection Volumes Nassau County, Florida AM Peak Hour Turning Movement Volume (Year 2021 Background Volume) PM Peak Hour Turning Movement Volume (Year 2021 Background Volume) # (#) Source Bing Maps

20 SiteGeneratedTraffic TripGeneration TripGenerationSummary Futureyear(2021Build)trafficvolumesforthestudyarearoadwaysweredeterminedbyestimating sitegenerated traffic volumes and assigning these volumes to the study area roadways. The proposed sitegenerated traffic volumes were added to the 2021 NoBuild network volumes to createthe2021buildtrafficvolumenetworks.thefollowingsectionsdescribetheproceduresused todevelopthebuildnetworktrafficvolumes. TripgenerationwasestimatedfortheproposeddevelopmentusingtheInstituteofTransportation Engineer s(ite) TripGeneration Manual,9thEdition.ThefollowingITELandUseCodes(LUC)were deemedthemostappropriate: LUC210 SingleFamilyResidential LUC220 MultiFamilyResidential LUC820 ShoppingCenter Table 5 presents the total new vehicle trips anticipated from the proposed development. The proposed development is expected to add approximately 7,681 daily weekday, 485 weekday morningpeakhourtrips,and714weekdayeveningpeakhourtripstothearearoadwaynetwork. Becausetheproposeddevelopmentprojectwillgeneratemorethan1,000dailyweekdaytrips,an analysisradiusofonemilewasused,asdiscussedinsection1.thetripgenerationestimatecanbe observedinappendixe. 16 TIA ChesterRoadPDP

21 Table5TripGeneration LandUse ITELand UseCode (LUC) Intensity Weekday Daily WeekdayAM WeekdayPM Enter Exit Enter Exit SingleFamily d.u. 3, MultiFamily d.u. 1, ShoppingCenter ,000s.f. 3, , InternalCaptureTrips PassbyTrips NewTrips 7, Source:ITETripGeneration,9 th Edition. Inaddition,aConversionMatrixhasbeendevelopedtoaddressedpotentialresidentiallanduses exchanges. The development of this Conversion Matrix and a land use exchange example are documentedinappendixf. TripDistributionandAssignment Thedirectionaldistributionofsitegeneratedtrafficisafunctionofpopulationinsurroundingareas, existingtravelpatterns,easeofaccesstothesite,andtrafficconditionsonarearoadways.forthis analysis,thetripdistributionwasproducedusingthenortheastfloridaregionalplanningmodel (NERPMABv1.0).Themodeloutputprojecttrafficdistributionestimateandthemanuallyadjusted projecttrafficdistributionisdocumentedinappendixg. ThemodeloriginallyassignedallofthewestboundprojecttripstoPagesDairyRoad.PagesDairy Roadisanarrow,twolanecollectorroadway;whereas,SR200/A1A/TheBuccaneerTrailisamajor arterial that will be widened to six lanes in the near future. It is reasonable to assume that SR 200/A1A/TheBuccaneerTrailwillbemoreattractivetodriversthanPagesDairyRoad;therefore,it does not seem likely that all of the westbound trips would choose Pages Dairy Road over SR200/A1A/TheBuccaneerTrail.Basedonthis,apostprocessingwasperformedthatreassigneda portion of the westbound project trips away from Pages Dairy Road and onto SR200/A1A/The BuccaneerTrail.AsshowninAppendixG,21.1percentoftheprojecttripsweretransferredfrom Pages Dairy Road to SR200/A1A/The Buccaneer Trail. The original model also assigned a high percentageofprojecttripstothetrafficanalysiszone(taz)acrosschesterroadfromtheproject site. This TAZ contains primarily residential development; therefore, it seems unlikely that 11.6 percentofprojecttrafficwouldtraveltothistaz.asshowninappendixg,10percentofthetrips thatwereoriginallyassignedtothetazacrosschesterroadfromtheprojectsitewerereassigned to the TAZs south of Pages Dairy Road, which is primarily retail development. The adjusted distributionoftripstoandfromthesiteissummarizedintable6andshowngraphicallyonfigure7. 17 TIA ChesterRoadPDP

22 \\vhb\proj\orlando\ Chester Road DSAP\graphics\FIGURES\AI\PDP Report Figures\Fig 7 - Project Trip Distribution & Assignment ai (14) 4 (24) 8 Chester Rd 25% (16) 20 (83) 110 Project Driveway (North) Pages Dairy Rd 9% 11 (10) 43 (126) (142) 173 (47) 59 (72) 88 Project Driveway 22 (70) Project Driveway (South) (47) 59 (107) 33 (83) 110 (14) 4 67 (212) 22 (70) 66% (17) 21 (154) 188 (17) 21 David Hallman Pkwy (10) 11 (59) 63 6% Felmor Rd 43 (126) 24 (86) 6% 8 (26) (26) 8 Gene Lassere Blvd 49 (40) 25 (20) 14% 72 (229) 21% 54% (77) 95 (17) 21 (60) (60) A1A (60) 19 21% (90) 28 9 (30) 36 (115) 27% 200 (90) (115) (77) 95 8 (26) Christian Way Miner Rd Arrigo Blvd 6% Amelia Concourse Project Boundary Figure 7 Traffic Movement Traffic Impact Analysis Project Trip Distribution & Assignment Nassau County, Florida Project Driveway Project Trip Distribution Source Bing Maps AM Peak Hour Inbound (PM Peak Inbound) AM Peak Hour Outbound (PM Peak Outbound) xx% # (#)

23 Table6TripDistributionSummary TravelRoute Direction Modeled Percentof SiteTraffic Modeled Numberof ProjectTrips Adjusted Percentof SiteTraffic Adjusted Numberof ProjectTrips ChesterRoad North 19% 1,337 9% 634 South 35% 2,464 66% 4,645 PagesDairyRoad West 46% 3,238 25% 1,760 AllRoutes 100% 7, % 7,039 Source: NERPMABv1.0withmanualadjustments Thenewtrafficgeneratedbytheproposeddevelopmentwasassignedtothearearoadwaysbased ontheabovetripdistributionpattern. The sitegenerated traffic was added to the 2021 NoBuild weekday peak hour traffic volume networktoestablishthe2021buildpeakhourtrafficvolumes.the2021builddailyroadwaytraffic volumesareillustratedonfigure8.the2021buildamandpmpeakhourintersectiontrafficvolumes areillustratedinfigure9.appendixhprovidestheintersectionvolumecalculations. 19 TIA ChesterRoadPDP

24 Green Pine Road \\vhb\proj\orlando\ Chester Road DSAP\graphics\FIGURES\AI\PDP Report Figures\Fig Build Condition Roadway Volumes ai Pages Dairy Rd Chester Rd 6,408 19,369 6,331 6,024 7,109 Gene Lassere Blvd Felmor Rd A1A 41,936 41,936 47,672 Christian Way 12, Miner Rd Arrigo Blvd Amelia Concourse # Project Boundary 2021 Build Conditions Roadway VolumesExisting Roadway Volumes Figure 8 Traffic Impact Analysis 2021 Build Conditions Roadway Volumes Nassau County, Florida Source Bing Maps

25 163 (628) 44 (128) \\vhb\proj\orlando\ Chester Road DSAP\graphics\FIGURES\AI\PDP Report Figures\Fig Build Intersection Volumes ai (357) 599 (26) 9 Project Driveway (North) Chester Rd (397) 567 (90) 202 Pages Dairy Rd (20) 21 (84) 111 (54) 62 (78) 91 Project Driveway Project Driveway (South) (South) 25 (76) 415 (510) (166) 52 (393) 445 (424) 704 (17) 6 (114) 36 (505) (668) 238 (496) Felmor Rd David Hallman Pkwy 194 (743) 26 (91) (13) 13 (63) (354) 8 (56) 23 (92) Gene Lassere Blvd (46) 159 (67) 80 (32) 86 (55) 16 (1) 1 (87) (177) 1,607 (1,574) 229 (396) 21 (18) 218 (626) 33 (75 3 (23) (168) 166 (457) 775 (104) 140 (426) 494 (203) 126 (217) 242 (126) 48 (77) 36 (178) (13) 1,780 (2,114) 32 (22) A1A (25) 37 (1,889) 1,519 (142) (282) 1,203 (1,476) 63 (141) (32) 712 (2,084) 1,885 (3) 43 (2) 3 (0) 0 (15) (263) 48 (35) 73 (77) 12 (12) 0 (0) 4 (53) 8 (3) 1,212 (1,939) 113 (232) 200 (321) 143 (1,360) 1,309 (382) 218 Christian Way (44) 52 (1,656) 1,897 (76) (96) 105 (202) 421 (381) Miner Rd Arrigo Blvd Amelia Concourse 122 (206) 1 (0) 128 (279) Project Boundary Figure 9 Traffic Movement Traffic Impact Analysis 2021 Build Intersection Volumes Nassau County, Florida AM Peak Hour Turning Movement Volume (Year 2021 Volume Background + Project Trips) PM Peak Hour Turning Movement Volume (Year 2021 Volume Background + Project Trips) # (#) Source Bing Maps Project Driveway

26 4 TrafficOperations LevelofServiceCriteria RoadwaySegmentAnalysis To assess the quality of traffic flow, roadway capacity analyses were conducted for existing and projectedbuildtrafficvolumeconditionsforthedevelopmentprogram.capacityanalysesprovide anindicationofhowwelltheroadwayfacilitiesservethetrafficdemandsplaceduponthem.the evaluation criteria contained in the 2010 Highway Capacity Manual 1 (HCM2010) were used to analyzestudyareaintersections. Levelofservice(LOS)isthetermusedtodescribethedifferentoperatingconditionswhichoccuron a given roadway segment or intersection under various traffic volume loads. It is a qualitative measureoftheeffectofanumberoffactorsincludingroadwaygeometrics,speed,traveldelay, freedomtomaneuver,andsafety.sixlevelsofservicearedefinedforeachtypeoffacility.levelsof service are given letter designations from A to F, with LOS A representing the best operating conditionsandlosfrepresentingtheworst. The LOS designation is reported differently for signalized and unsignalized intersections. For signalizedintersections,theanalysisconsiderstheoperationofalltrafficenteringtheintersection andthelevelofservicedesignationisforoverallconditionsattheintersection.forunsignalized intersections,theanalysisassumesthatthroughtrafficonthemainlinedoesnotstopandisnot affectedbytrafficonthesidestreets.instead,thelosforunsignalizedintersectionsiscalculated onlyforthemainlineleftturnorcriticalsidestreetmovementsthatarerequiredtostop. Foreachphaseofthedevelopment,projecttrafficwasassignedtotheNoBuildroadwaynetwork, andtheresultsoftheroadwaysegmentanalysisarepresentedinthetablesbelow.thecapacityof SR200/A1A/TheBuccaneerTrailreflectstheprogrammedwideningfrom4to6laneswithinthe studyarea.thecapacityofchesterroadreflectstheprogrammedwideningfrom2to4lanesfrom theendofthefourlanesectiontonorthofpagesdairyroad. 1 Highway Capacity Manual 2010; Transportation Research Board, National Research Council, Washington, DC (2010). 22 TIA ChesterRoadPDP

27 Table7 Year2021RoadwaySegmentCapacityAnalysis(AdjustedProjectTrafficDistribution) RoadwaySegment No.of LOS Lanes Std Service Capacit y 2016 AADT Annual Growth Rate (1) 2021BackgroundVolume from from Market Growth Street Rate PDP Project Distrib. Project Traffic (2) SR200/A1A MinerRdtoChristianWay 6D D 62,900 34, % 38,324 1,999 40,323 21% 1,613 41,936 C ChristianWaytoChesterRd 6D D 62,900 34, % 38,324 1,999 40,323 21% 1,613 41,936 C ChesterRdtoArrigoBlvd 6D D 62,900 40, % 44,044 1,554 45,598 27% 2,074 47,672 C PagesDairyRd FelmorRdtoChesterRd 2U D 15,900 4, % 4, ,189 25% 1,920 7,109 C ChesterRd NHamptonClubWayto SR200/A1A 4D D 37,600 10, % 11, ,231 6% ,692 C SR200/A1AtoPagesDairyRd 4D D 37,600 13, % 14, ,300 66% 5,069 19,369 C PagesDairyRdtoProj.Driveway 4D D 37,600 5, % 5, ,717 9% 691 6,408 C Proj.DrivewaytoGreenPineRd 2U D 15,900 5, % 5, ,717 8% 614 6,331 C GreenPineRdtoBlackrockRd 2U D 15,900 5, % 5, ,717 4% 307 5,913 C 1. Source:TIAMethodology 2. PDPTripGeneration Basedonthisanalysis,allroadwaysegmentswithintheanalysisareawillhaveavailablecapacity aftercompletionoftheproject. Theroadwayanalysiswasperformedusingtheadjustedprojecttrafficdistribution.Inaddition,and toprovideforaconservativeanalysisofpagesdairyroad,ananalysiswasperformedusingthe modeledprojecttrafficdistribution(allofthewestboundprojecttripstopagesdairyroad).the resultsofthisanalysisareprovidedintable8anditshowsthatpagesdairyroadwouldhaveexcess capacityevenifallofthewestboundprojecttripswereassignedtoit. Table8 Year2021RoadwaySegmentCapacityAnalysis(ModeledProjectTrafficDistribution) RoadwaySegment No.of LOS Lanes Std Service Capacity 2016 AADT Annual Growth Rate (1) 2021BackgroundVolume from from Market Growth Street Rate PDP Project Distrib. Project Traffic (2) PagesDairyRd FelmorRdtoChesterRd 2U D 15,900 4, % 4, ,189 46% 3,533 8,722 C 1. Source:TIAMethodology 2. PDPTripGeneration 2021 Build 2021 Build LOS LOS UnsignalizedIntersectionCapacityAnalysis Threenewprojectdriveways(unsignalizedintersections)willbeconstructedtoprovide connectionsfrompagesdairyroadandchesterroad.therewillbeonenewconnectiononpages DairyRoadapproximatelyonequartermilewestoftheintersectionofPagesDairyRoadand 23 TIA ChesterRoadPDP

28 ChesterRoad.TherewillalsobetwonewconnectionsalongChesterRoadapproximatelyone quartermileandonehalfmilenorthoftheintersectionofpagesdairyroadandchesterroad.the resultsoftheunsignalizedintersectioncapacityanalysisforthestudyareaintersectionsforthe developmentaresummarizedintable9.thesynchroprintoutsareprovidedinappendixi. AscanbeobservedintheTableabove,allofthemovementsoftheunsignalizedintersectionshave avolumetocapacityratiooflessthan1.0.withtheexceptionofthesouthboundleftturn movementatthepagesdairyroadandprojectdrivewayduringthepmpeakhour,allofthe movementswilloperateatlevelofservicedorbetter.thismovementoperatesatalevelof serviceewithanaveragedelayof37.6secondspervehicleandavolumetocapacityratioof0.394 (significantlylowerthan1.0). SignalizedIntersectionCapacityAnalysis ProjecttrafficwasassignedtotheexistingsignalizedintersectionsalongSR200/A1A/TheBuccaneer Trail.ProjecttrafficwasalsoassignedtotheintersectionatChesterRoadandPagesDairyRoad.This intersectioniscurrentlyunsignalized;however,basedontheexistingvolumesandtheprogrammed wideningofchesterroadfromtheendofthefourlanesectiontogreenpineroad,itwasassumed thatasignalwillbeinstalledaspartofthewideningprojecttobetterservecurrenttrafficdemand. Asignalizedintersectionwasassumedforthisintersection. Itshouldbenotedthat,sincethecriticalpointofChesterRoadisthePagesDairyRoadintersection, thephasingofthechesterroadwideningneedstobefurtherexplored.apotentialalternativeisto splitthewideningintotwophases,thefirstonefromtheendofthefourlanesectiontonorthofthe PagesDairyRoadintersectionandthesecondonefromnorthofthePagesDairyRoadintersection togreenpineroad.thephasingoftheseimprovementswouldallowthecountyandthefdotto staggertheinvestmentswhilestillcuringtheexistingdeficiencyandprovidinganadequatelevelof service. The SR 200/A1A/The Buccaneer Trail widening to six lanes was incorporated into the signalized intersection analyses. In addition, because the existing Hallman Parkway at Chester Road intersection analysis showed the westbound throughright movement operating at a volumeto capacity ratio greater than 1.0 during the PM peak hour conditions, the signal timings at this intersectionwereoptimizedtocuretheexistingdeficiencyandaccommodatefuturetraveldemand. Theresultsofthesignalizedintersectioncapacityanalysisforthestudyareaintersectionsforthe developmentareaaresummarizedintable10.thesynchroprintoutsareprovidedinappendixi. 24 TIA ChesterRoadPDP

29 Table92021UnsignalizedIntersectionCapacityAnalysis Intersection PagesDairyRoadat ProjectDriveway ChesterRoadat ProjectDrivewaySouth ChesterRoadat ProjectDrivewayNorth Movement Note1:UnopposedMovement Source:VHB,Inc.usingHCM2010Methodology. a Averagedelayinsecondspervehicle b LevelofService 2021AMBuildConditions 2021PMBuildConditions v/c Delay a LOS b v/c Delay a LOS b EBL A A EBT Note1 Note1 Note1 Note1 Note1 Note1 EBR N/A N/A N/A N/A N/A N/A WBL N/A N/A N/A N/A N/A N/A WBT Note1 Note1 Note1 Note1 Note1 Note1 WBR Note1 Note1 Note1 Note1 Note1 Note1 NBL N/A N/A N/A N/A N/A N/A NBT N/A N/A N/A N/A N/A N/A NBR N/A N/A N/A N/A N/A N/A SBL C E SBT N/A N/A N/A N/A N/A N/A SBR B B EBL C C EBT N/A N/A N/A N/A N/A N/A EBR B B WBL N/A N/A N/A N/A N/A N/A WBT N/A N/A N/A N/A N/A N/A WBR N/A N/A N/A N/A N/A N/A NBL A A NBT Note1 Note1 Note1 Note1 Note1 Note1 NBR N/A N/A N/A N/A N/A N/A SBL N/A N/A N/A N/A N/A N/A SBT Note1 Note1 Note1 Note1 Note1 Note1 SBR Note1 Note1 Note1 Note1 Note1 Note1 EBL C C EBT N/A N/A N/A N/A N/A N/A EBR B B WBL N/A N/A N/A N/A N/A N/A WBT N/A N/A N/A N/A N/A N/A WBR N/A N/A N/A N/A N/A N/A NBL A A NBT Note1 Note1 Note1 Note1 Note1 Note1 NBR N/A N/A N/A N/A N/A N/A SBL N/A N/A N/A N/A N/A N/A SBT Note1 Note1 Note1 Note1 Note1 Note1 SBR Note1 Note1 Note1 Note1 Note1 Note1 25 TIA ChesterRoadPDP

30 Table102021SignalizedIntersectionCapacityAnalysis Intersection SR200/A1Aat MinerRd/FelmorRd SR200/A1Aat ChristianWay/Gene LassereBlvd SR200/A1Aat Amelia Concourse/ChesterRd SR200/A1Aat ArrigoBlvd Movement 2021AMConditions 2021PMConditions v/c Delay a LOS b v/c Delay a LOS b EBL F F EBT D E EBR B C WBL E F WBT C B WBR B B NBL D D NBT/R F F SBL F E SBT/R D E TOTAL N/A 47.9 D N/A 54.2 D EBL D F EBT A B EBR A A WBL F F WBT C B WBR C A NBL/T/R E E SBL E E SBT/R E E TOTAL N/A 22.5 C N/A 16.0 B EBL E F EBT D C EBR C C WBL E F WBT D D WBR B C NBL F F NBT D E NBR D E SBL E E SBT D E SBR C F TOTAL N/A 53.6 D N/A 49.3 D EBL C F EBT B C EBR A B WBL E F WBT D B WBR C B NBL/T E E NBR F F SBL E E SBT/R F F TOTAL N/A 33.2 C N/A 31.2 C 26 TIA ChesterRoadPDP

31 Intersection HallmanPkwyat ChesterRd PagesDairyRoadat ChesterRoad Movement Source:VHB,Inc.usingHCMMethodology. 2016AMConditions 2016PMConditions v/c Delay a LOS b v/c Delay a LOS b EBL D C EBTR E D WBL E C WBT/R E E NBL A C NBT/R A D SBL A D SBT B C SBR A B TOTAL N/A 18.0 B N/A 39.3 D EBL B B EBR C C NBL B B NBT A A SBT B C SBR B B TOTAL N/A 18.1 B N/A 16.3 B a Averagedelayinsecondspervehicle b LevelofService Thistableshowsthatmanyofthemovementswillexperiencehighdelays,thisisduetothelong cycle lengths (150 seconds and 160 seconds during the AM and PM peak hours, respectively); however,noneofthemovementswilloperatewithavolumetocapacityratiogreaterthan1.0.this indicatesthatnomovementwilloperateovercapacity;therefore,allmovementsareanticipatedto beservedduringonecycle(i.e.,nocyclefailures).inaddition,alloftheintersectionswilloperateat anoveralllevelofserviceofdorbetter. InadditiontotheanalysisdocumentedinTable10aboveandduetotheproximityamongtheSR 200/A1A/TheBuccaneerTrail,HallmanParkway,andPagesDairyRoadintersectionsalongChester Road,aqueuinganalysiswasperformedtoensurethatthequeuesattheseintersectionsdonot adverselyimpacttheoperationofthenearbyintersections.thisanalysisisdocumentedintable11 andtheanalysisoutputsareincludedinappendixj. 27 TIA ChesterRoadPDP

32 Table112021QueuingAnalysis Intersection SR200/A1Aat ChesterRd HallmanPkwyat ChesterRd PagesDairyRdat ChesterRd Movement Available Distance [feet] 2021AMConditions 95 th Percentile Queue [feet] Storage Provided? 2021PMConditions 95 th Percentile Queue [feet] Storage Provided? SBR Yes 142 Yes SBT Yes 152 Yes SBL Yes 285 Yes NBT/R Yes 277 Yes NBL Yes 75 Yes SBR Yes 3 Yes SBT 1, Yes 189 Yes SBL Yes 120 Yes NBT/R 1, Yes 93 Yes NBL Yes 187 Yes 28 TIA ChesterRoadPDP

33 5 RecommendedMobilityNetwork Improvements Basedontheanalysisresults,theChesterRoadPreliminaryDevelopmentPlanwillnottriggeranyof theimprovementsidentifiedintherecommendedmobilitynetwork.theonlyimprovementsthat willneedtobemadetotheexistingroadwaysareturnlanesattheprojectentrancesdescribedas follows: PagesDairyRoadatProjectDriveway,tobelocatedapproximatelyonequartermilewest oftheintersectionofpagesdairyroadandchesterroad o EastboundLeftTurnLane 235 (including50foottaper) o WestboundRightTurnLane 185 (including50foottaper) Chester Road at Project Driveway South, to be located approximately onequarter mile northoftheintersectionofpagesdairyroadandchesterroad o NorthboundLeftTurnLane 235 (including50foottaper) ChesterRoadatProjectDrivewayNorth,tobelocatedapproximatelyonehalfmilenorth of the intersection of Pages Dairy Road and Chester Road (directly across of Heron Isle Parkway) o NorthboundLeftTurnLane 235 (including50foottaper) 29 TIA ChesterRoadPDP

34 TechnicalAppendices TechnicalAppendix

35 A. TransportationImpactAnalysis(TIA)Methodology TechnicalAppendix

36 A - 1

37 A - 2

38 A - 3

39 A - 4

40 A - 5

41 B. CommittedProjectsInformation TechnicalAppendix

42 Florida Department of Web Application TRANSPORTATION E-Updates FL511 Mobile Site Map Search FDOT... Su Home About FDOT Contact Us Offices Maps & Data Performance Projects Office of Work Program and Budget Lisa Saliba - Director Five Year Work Program Selection Criteria District AD (Updated: 1/31/ ) Nassau County Category:Highways Item Number: Display current records in a Report Style Display current records in an Excel Document Project Summary Transportation System: INTRASTATE STATE HIGHWAY Description: SR 200 (A1A) FROM WEST OF RUBIN RD TO EAST OF CR 107/SCOTT RD Type of Work: ADD LANES & RECONSTRUCT Item Number: Length: District 02 - Nassau County View Scheduled Activities SIS Connector View Map of Item Notice to Proceed Date Construction Contract Information Work Present Begun Contract Date Days Contract Days Used Percent Days Used 12/30/ /24/ % Vendor Name: SUPERIOR CONSTRUCTION COMPANY O Project Detail Fiscal Year: Highways/Preliminary Engineering (On-Going) Amount: Highways/Right of Way (On-Going) Amount: $1,703,173 Highways/Railroad & Utilities Amount: $3,949,192 Highways/Construction (On-Going) Amount: $62,467,559 $68,675 $175,851 Highways/Environmental (On-Going) Amount: Item : $68,119,924 $68,675 $175,851 This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida For additional information please questions or comments to: (Lisa Saliba: Lisa.Saliba@dot.state.fl.us or call ) View Contact Information for Office of Work Program and Budget Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable B - 1

43 C. DataCollection TechnicalAppendix

44 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Nassau City 0 Intersection Chester Rd & Pages Dairy Rd Date November 19, 2015 All Vehicles Time Period 7:00 to 9:00 VHB Project #: Time Period Northbound Southbound Left Through Right Left Through Right 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: Time Period Eastbound Westbound Left Through Right Left Through Right 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: North / South Chester Rd 0 East / West Pages Dairy Rd 0 Peak Hour 7:00-8:00 34 Peak Hour Factor 0.87 Pk Hr Voume 1, C - 1

45 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Nassau City 0 Intersection Chester Rd & Pages Dairy Rd Date November 19, 2015 All Vehicles Time Period 16:00 to 18:00 VHB Project #: Time Period Northbound Southbound Left Through Right Left Through Right 16:00-16: :15-16: :30-16: :45-17: :00-17: :15-17: :30-17: :45-18: Time Period Eastbound Westbound Left Through Right Left Through Right 16:00-16: :15-16: :30-16: :45-17: :00-17: :15-17: :30-17: :45-18: North / South Chester Rd 0 East / West Pages Dairy Rd 0 Peak Hour 17:00-18: Peak Hour Factor 0.93 Pk Hr Voume 1, C - 2

46 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Nassau City 0 Intersection Felmor Rd & SR200-A1A Date November 19, 2015 All Vehicles Time Period 7:00 to 9:00 VHB Project #: Time Period Northbound Southbound Left Through Right Left Through Right 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: Time Period Eastbound Westbound Left Through Right Left Through Right 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: , , North / South Felmor Rd 1,241 East / West SR200-A1A 175 Peak Hour 7:15-8:15 32 Peak Hour Factor 0.91 Pk Hr Voume 3,366 1, C - 3

47 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Nassau City 0 Intersection Felmor Rd & SR200-A1A Date November 19, 2015 All Vehicles Time Period 16:00 to 18:00 VHB Project #: Time Period Northbound Southbound Left Through Right Left Through Right 16:00-16: :15-16: :30-16: :45-17: :00-17: :15-17: :30-17: :45-18: Time Period Eastbound Westbound Left Through Right Left Through Right 16:00-16: :15-16: :30-16: :45-17: :00-17: :15-17: :30-17: :45-18: , , North / South Felmor Rd 1,233 East / West SR200-A1A 323 Peak Hour 17:00-18:00 21 Peak Hour Factor 0.95 Pk Hr Voume 3,713 1, C - 4

48 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Nassau City 0 Intersection Gene Lassere Blvd/Christian Way & SR200-A1A Date November 19, 2015 All Vehicles Time Period 7:00 to 9:00 VHB Project #: Time Period Northbound Southbound Left Through Right Left Through Right 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: Time Period Eastbound Westbound Left Through Right Left Through Right 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: , , North / South Gene Lassere Blvd/Christian Way 1,377 East / West SR200-A1A 28 Peak Hour 7:15-8:15 57 Peak Hour Factor 0.94 Pk Hr Voume 3,098 1, C - 5

49 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Nassau City 0 Intersection Gene Lassere Blvd/Christian Way & SR200-A1A Date November 19, 2015 All Vehicles Time Period 16:00 to 18:00 VHB Project #: Time Period Northbound Southbound Left Through Right Left Through Right 16:00-16: :15-16: :30-16: :45-17: :00-17: :15-17: :30-17: :45-18: Time Period Eastbound Westbound Left Through Right Left Through Right 16:00-16: :15-16: :30-16: :45-17: :00-17: :15-17: :30-17: :45-18: , , North / South Gene Lassere Blvd/Christian Way 1,687 East / West SR200-A1A 19 Peak Hour 16:00-17:00 20 Peak Hour Factor 0.95 Pk Hr Voume 3,530 1, C - 6

50 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Nassau City 0 Intersection Chester Rd/Amelia Concourse & SR200-A1A Date November 19, 2015 All Vehicles Time Period 7:00 to 9:00 VHB Project #: Time Period Northbound Southbound Left Through Right Left Through Right 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: Time Period Eastbound Westbound Left Through Right Left Through Right 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: , , North / South Chester Rd/Amelia Concourse 961 East / West SR200-A1A 54 Peak Hour 7:30-8:30 98 Peak Hour Factor 0.92 Pk Hr Voume 3,546 1, C - 7

51 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Nassau City 0 Intersection Chester Rd/Amelia Concourse & SR200-A1A Date November 19, 2015 All Vehicles Time Period 16:00 to 18:00 VHB Project #: Time Period Northbound Southbound Left Through Right Left Through Right 16:00-16: :15-16: :30-16: :45-17: :00-17: :15-17: :30-17: :45-18: Time Period Eastbound Westbound Left Through Right Left Through Right 16:00-16: :15-16: :30-16: :45-17: :00-17: :15-17: :30-17: :45-18: , , North / South Chester Rd/Amelia Concourse 1,204 East / West SR200-A1A 121 Peak Hour 17:00-18: Peak Hour Factor 0.97 Pk Hr Voume 4,207 1, C - 8