Corridor Analysis for US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave

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2 FinalReport CorridorAnalysisforUS92/International SpeedwayBlvd FromUS17/WoodlandBlvdtoGarfieldAve April2017 Preparedfor: RivertoSeaTransportationPlanningOrganization (R2CTPO) 2570W.InternationalSpeedwayBlvd.,Suite100 DaytonaBeach,FL Preparedby: VHB,Inc. 250E.RobinsonStreet, Orlando,FL ProfessionalEngineer: KathrynL.Lee P.E.#62420 April10,2017

3 Corridor Analysis For US 92/International Speedway Blvd From US 17/Woodland Blvd To Garfield Ave Task Work Order #2 VOLUSIA COUNTY Prepared for: Prepared by: Vanasse Hangen Brustlin, Inc. Orlando, FL April 2017 VHB, Inc. ii

4 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO EXECUTIVESUMMARY This report presents the results of a corridor analysis completed for US 92/International SpeedwayBoulevardfromUS17/WoodlandBoulevardtoGarfieldAvenue,locatedintheCityof DeLand,VolusiaCounty,Florida.ThisreportwaspromptedbyanapplicationbyVolusiaCounty toevaluatethefeasibilityofextendingtheexistingwestboundrightturnlaneatalabamaavenue easttotheintersectionofameliaavenuetoprovideacontinuouswestboundrightturnlane along US 92/International Speedway Boulevard between US 17/Woodland Boulevard and GarfieldAvenue. TheexistingwestboundrightturnlaneatAlabamaAvenueisapproximately200feetlongwitha taperof100feet.theproposedextensionofthisrightturnlanewillcompletethegapandwill provide a continuous westbound right turn lane between US 17/Woodland Boulevard and Garfield Avenue. This study developed two alternatives to address overall traffic and the operationalefficiencyofthecorridor,andtwoimprovementstoaddresssafetyissuesobserved withinthestudyarea.thealternativesandimprovementsarebaseduponfieldobservations, trafficoperationalanalysis,historicalcrashanalysisandengineeringjudgment.theanalysisis basedonthepremisethattherecommendationsprovidedinthe IntersectionAnalysisforUS 92/International Speedway Boulevard at Garfield Avenue study (See Appendix A) are implemented. Alternative1,asrequestedinthefeasibilityapplication,evaluatestheextensionoftheexisting westboundrightturnlaneatalabamaavenuetoprovideacontinuouswestboundrightturnlane from US 17/Woodland Boulevard to Garfield Avenue. Also, included in this alternative are improvementsatus92/internationalspeedwayboulevardandthegarfieldavenueintersection. Alternative2evaluatestheextensionofeastboundleftturnlaneandconstructionofanexclusive northbound right turn lane at US 92/International Speedway Boulevard and Amelia Avenue intersection along with improvements at US 92/International Speedway Boulevard and the GarfieldAvenueintersection.Alternative2istherecommendedalternative. VHB, Inc. iii

5 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO Belowarebriefsummariesofthealternativesandimprovementsdevelopedinthisstudy: 1:Alternative1: Extend the existing westbound right turn lane along US 92/International Speedway BoulevardatAlabamaAvenueeasttoAmeliaAvenuetoprovideacontinuousrightturn lanefromus17/woodlandavenuetogarfieldavenue. Provideanexclusiveeastboundrightturnlaneandextendtheexistingwestboundleft turnlaneatus92/internationalspeedwayboulevardandgarfieldavenueintersection. Thisalternativeisbasedontheinputprovidedintheapplicationforafeasibilitystudycompleted bythecounty.basedontheexistingrightofway,therearenophysicalconstraintsfoundto preventtheextensionofthewestboundrightturnlanefromalabamaavenuetoameliaavenue. Thismodificationcanbeimplementedatanapproximatecostof$130,905.97andyieldsaB/C ratioof11.71,whichindicatesthattheanticipatedbenefitsoutweightheestimatedcostsfor theproposedmodifications. 2:Alternative2(RecommendedAlternative): Provideanexclusivenorthboundrightturnlaneandextendtheexistingeastboundleft turn lane (by approximately 100 feet) at the intersection of US 92/International SpeedwayBoulevardandAmeliaAvenue. Provideexclusiveeastboundandnorthboundrightturnlanesandextendtheexisting westbound left turn lane at US 92/International Speedway Boulevard and Garfield Avenueintersection. Thesemodificationscanbeimplementedatanapproximatecostof$174,220.86andyieldsa B/C ratio of 29.81, which indicates that the anticipated benefits significantly outweigh the estimatedcostsforthisrecommendedalternative. 3: Extend the existing sidewalk along the south side of US 92/International Speedway BoulevardfromtheeastsideofAlabamaAvenuetoGarfieldAvenue.Thecostforthissafety improvement(providedasaseparateitem)isestimatedat$67, thissafetyimprovement VHB, Inc. iv

6 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO willencouragepedestrianswhowanttoaccessthebusinesseslocatedonthesouthsideofus92 towalkonthesidewalkratherthantheshoulderoftheroad,thusimprovingpedestriansafety andreducingvehiclepedestrianconflicts. 4:Install2 4 skipguidelinesthroughtheintersectionatus17/woodlandavenuetoguide eastbound left turning vehicles into the inside northbound through lane. This will reduce conflictbetweentheeastboundleftturningvehiclesandwestboundrightturningvehicles,which frequentlytreatthisyieldmovementasafreeflowmovement,andaremergedimmediatelyinto theoutsidenorthboundthroughlanewithoutthebenefitofaseparatemergelane. VHB, Inc. v

7 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO Contents EXECUTIVE SUMMARY... iii INTRODUCTION... 1 EXISTING CONDITIONS... 3 Field Inventory... 3 Traffic Volume Data Crash Data CrashSummarybyYearandConditions...14 CrashSummaryforIntersectionsandSegments...14 CrashSummarybyCrashType...16 QUALITATIVE ASSESSMENT FEASIBILITY ANALYSIS Background Methodology Assessment of Proposed Site Operational Analysis Alternative Alternative2(RecommendedAlternative)...28 Benefit/Cost Analysis RECOMMENDATIONS APPENDICES... 7 ListofTables Table1:8HourTurningMovementPercentages(AllVehicles)...13 Table2:CrashSummarybySeverityandConditions(Jan2013Dec2015)...14 Table3:CrashSummarybyIntersectionsandsegments(Jan2013Dec2015)...15 Table4:CrashSummarybyCrashTypes(Jan2013Dec2015)...16 Table5:BeforeandAfterOperationalAnalysisResults(Alternative1)...28 Table6:BeforeandAfterOperationalAnalysisResults(Alternative2)...29 Table7:UnitValueofMOEs...30 Table8:Benefit/CostAnalysisResults(Alternative1)...31 Table9:Benefit/CostAnalysisResults(Alternative2)...32 VHB, Inc. vi

8 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO ListofFigures Figure1:LocationMap...2 Figure2:ConditionDiagram US17/WoodlandBlvd...7 Figure3:ConditionDiagram AlabamaAve...8 Figure4:ConditionDiagram AmeliaAve...9 Figure5:ConditionDiagram Lowe sentrance...10 Figure6:ConditionDiagram GarfieldAve...11 Figure7:CrashDiagrams US17/WoodlandBlvd...17 Figure8:CrashDiagrams B/WUS17/WoodlandBlvd.&AmeliaAve...18 Figure9:CrashDiagrams AmeliaAve...19 Figure10:CrashDiagrams AmeliaAve&GarfieldAve...20 Figure11:CrashDiagrams GarfieldAve...21 Figure12:Alternative1Improvements...35 Figure13:Alternative2Improvements... VHB, Inc. vii

9 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO INTRODUCTION VHB,Inc.wasretainedtoperformacorridoranalysisstudyforUS92/InternationalSpeedway BoulevardfromUS17/WoodlandBoulevardtoGarfieldAvenue,locatedintheCityofDeLand, VolusiaCounty,Florida,asillustratedinFigure1.Thisreportwaspromptedbyanapplicationby VolusiaCountytoevaluatethefeasibilityofextendingtheexistingwestboundrightturnlaneat AlabamaAvenueeasttotheintersectionofAmeliaAvenuetoprovideacontinuouswestbound right turn lane along US 92/International Speedway Boulevard between US 17/Woodland BoulevardandGarfieldAvenue. TheCountycontendsthatthereisaneedforthisprojectsincethefollowingnewdevelopments were approved or under review near the study intersection: 1) a Hampton Inn was recently approved within the vicinity of the US 92/International Speedway Boulevard and US 17/Woodland Boulevard intersection, which includes an Applebee s restaurant and another vacantparcel,2)goodwillindustriesisproposednearthewalmartsupercentreonthenorth legoftheus92/internationalspeedwayboulevardandus17/woodlandboulevardintersection, 3)AcreditunionisunderreviewneartheWalmartSuperCentreonthenorthlegoftheUS 92/InternationalSpeedwayBoulevardandUS17/WoodlandBoulevardintersection. TheanalysismethodsusedincompletingthisstudyareconsistentwiththeManualonUniform Traffic Control Devices (MUTCD), the Manual on Uniform Traffic Studies (MUTS), the Traffic EngineeringManual(TEM)andengineeringjudgment.Theremainderofthisreportdocuments existing conditions, vehicle and pedestrian counts, qualitative assessments, crash analyses, intersection/corridoranalysis,b/canalysisandrecommendations. Theinformation/commentsprovidedbytheCountyandFDOT,alongwiththeresponses,are providedinappendixb. VHB, Inc. 1

10 N. Spring Garden Ave. \\vhb\proj\orlando\ US 17 at US 92 R2CTPO\graphics\FIGURES\AI Source: Perkins Hwy. N. Spring Garden Ave. Grand Ave. Glenwood Reserve Carter Rd. Clark Bay Conservation Area N Not To Scale Pineland Heights Glenwood Rd. 92 DeLand Municipal Airport E. International Speedway Blvd. N. Woodland Blvd. Glenwood DeLand Fams Grand Ave. North DeLand E. Plymouth Ave. W. Plymouth Ave. E. Plymouth Ave. Garfield Ave. 17 W. Minnesota Ave. E. New York Ave DeLand W. New York Ave. Study Corridor Figure 1 Site Location Map

11 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO EXISTINGCONDITIONS FieldInventory ThestudycorridoralongUS92/InternationalSpeedwayBoulevardbetweenUS17/Woodland BoulevardandGarfieldAvenueislocatedintheCityofDeLand,VolusiaCounty,Florida.The ExistingConditionDiagrams,Figures2through6,depicttheexistingconditionsincludingthe generalroadwaygeometry,pavementmarkings,landuse,andintersectiontrafficcontrolofthe study corridor. In addition, photographs of the existing conditions around the US 92/InternationalSpeedwayBoulevardandUS17/WoodlandBoulevardintersectionareprovided inappendixc.theconditionsstatedinthisreportreflectconditionsasobservedonthedateof thequalitativeassessment. US92/InternationalSpeedwayBoulevardandUS17/WoodlandBoulevard:Theintersectionof US 92/International Speedway Boulevard and US 17/Woodland Boulevard is a plus shaped intersection with US 92/International Speedway Boulevard running eastwest and US 17/WoodlandBoulevardrunningnorthsouth.Theintersectionisundersignalcontrol. US 92/International Speedway Boulevard and US 17/Woodland Boulevard are 4lane divided roadways.attheintersection,thewestboundandsouthboundapproacheshavedualleftturn lanes, and the eastbound and northbound approaches have single left turn lanes. There are separaterightturnlanesonallapproaches,excepttheeastboundapproachwhichhasashared thru/right turn lane. The northbound right turn lane and the westbound right turn lane are channelizedrightturnmovements.thewestboundrightturnlaneatus17/woodlandboulevard wasrecentlyextendedeasttoalabamaavenueaspartofaresurfacingproject(fpn: ) byfdot.inaddition,theexistingeastboundrightturnlaneattheus92/internationalspeedway BoulevardandAlabamaAvenueintersectionwasconvertedtoasharedthrough/rightturnlane aspartofthesameresurfacingproject.thepostedspeedlimitonbothus92/international SpeedwayBoulevardandUS17/WoodlandBoulevardis45mph. Thetrafficsignalisamastarmdesignwithpaintedmastarmslocatedinallfourquadrantsofthe intersection.thesignalphasingprovidesprotectedleftturnmovementsonallfourapproaches. Therearesignalizedpedestriancrosswalksacrossalllegsoftheintersection.Sidewalksrunalong VHB, Inc. 3

12 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO thenorthandsouthsidesofus92/internationalspeedwayboulevardandtheeastandwest sides of US 17/Woodland Boulevard. A shareduse trail runs along the north side of US 92/InternationalSpeedwayBoulevardbetweenthesidewalkandtheroadwayalongtheeastleg of the intersection.there are street lights mounted on wood utility poles located in the northwestandthesouthwestquadrantsoftheintersection.thestreetlightingdoesnotcontinue north or south along US 17/Woodland Boulevard. There is no street lighting along US 92/InternationalSpeedwayBoulevard. Thelandusewithinthevicinityoftheintersectionconsistsofshoppingcentersandrestaurants on all quadrants, except the southeast quadrant which has a Walgreens pharmacy and a McDonald s.us92/internationalspeedwayboulevardisamajorarterialconnectingthecityof DeLandtoI95andtheCityofDaytonaBeach.US17/WoodlandBoulevardisamajorarterial connectingthecityofdelandtoi4andthecityofdeltona. US 92/International Speedway Boulevard and Amelia Avenue: The intersection of US 92/InternationalSpeedwayBoulevardandAmeliaAvenueisa plus shapedintersectionwithus 92/International Speedway Boulevard running eastwest and Amelia Avenue running north south.theintersectionisundersignalcontrol. US92/InternationalSpeedwayBoulevardisa4lanedividedroadwayandAmeliaAvenueisa2 laneundividedroadway.attheintersection,thereareseparateleftturnlanesonallapproaches. The eastbound and westbound approaches have separate right turn lanes, whereas the northboundandsouthboundapproacheshavesharedthru/rightturnlanes.thepostedspeed limits are 45 mph along US 92/International Speedway Boulevard and 30 mph along Amelia Avenue. Thetrafficsignalisaboxspanstrainpoledesignwithconcretepoleslocatedinallfourquadrants oftheintersection.thesignalphasingprovidesprotectedleftturnsfromus92/international Speedway Boulevard and protective/permissive left turns from Amelia Avenue.There are signalizedpedestriancrosswalksacrossthenorth,westandsouthlegsoftheintersection.the pedestrian detectors are audible style detectors.sidewalks run along the north side of US 92/International Speedway Boulevard. A shareduse trail runs along the north side of US VHB, Inc. 4

13 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO 92/InternationalSpeedwayBoulevardbetweenthesidewalkandtheroadway.Thereisastreet lightmountedonawoodutilitypoleslocatedinthesouthwestquadrantoftheintersection.the streetlightingdoesnotcontinuenorthorsouthalongameliaavenue.thereisnostreetlighting alongus92/internationalspeedwayboulevard. Thelandusewithinthevicinityoftheintersectionconsistsofshoppingcentersandrestaurants onallquadrants.us92/internationalspeedwayboulevardisamajorarterialconnectingthecity ofdelandtoi95andthecityofdaytonabeach.ameliaavenueislargelydevelopedandit providesaccesstocommercialand/orresidentialdevelopment. US 92/International Speedway Boulevard and Garfield Avenue: Please note that the field inventoryprovidedbelowisthesameinventorythatwasprovidedinthe IntersectionAnalysis forus92/internationalspeedwayboulevardatgarfieldavenue study(seeappendixa). The intersection of US 92/International Speedway Boulevard and Garfield Avenue is a plus shaped intersection with US 92/International Speedway Boulevard running eastwest and GarfieldAvenuerunningnorthsouth.Theintersectionisundersignalcontrol. US92/InternationalSpeedwayBoulevardisa4lanedividedroadwayandGarfieldAvenueisa2 laneundividedroadway.attheintersection,thereisaseparateleftturnlaneforallapproaches, exceptthenorthboundwhichhasasharedleftthroughandrightturnlane.thereisaseparate right turn lane in westbound direction only.the posted speed limits are 45 mph along US 92/InternationalSpeedwayBoulevardand25mphand30mphalongGarfieldAvenuenorthand southoftheintersection,respectively. Thetrafficsignalisaboxspanstrainpoledesignwithconcretepoleslocatedinallfourquadrants of the intersection. The signal phasing provides protected/permissive left turns from US 92/InternationalSpeedwayBoulevardandpermissiveleftturnsfromGarfieldAvenue.Thereare signalized special emphasis pedestrian crosswalks across the north and west legs of the intersection.sidewalksrunalongthenorthsideofus92/internationalspeedwayboulevard westofintersection,theeastsideofgarfieldavenuenorthofintersection,andbotheast&west sidesofgarfieldavenuesouthoftheintersection.thesidewalksalonggarfieldavenuedonot VHB, Inc. 5

14 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO extendtotheintersection.asharedusetrailrunsalongthenorthsideofus92/international SpeedwayBoulevardbetweenthesidewalkandtheroadway.Thereisnostreetlightingalong US92/InternationalSpeedwayBoulevardoralongGarfieldAvenue. ThelandusewithinthevicinityoftheintersectionconsistsofaLowe shomeimprovementin thenorthwestquadrant,adqgrill&chillrestaurantinthenortheastquadrant,adunkindonuts andcomfortinninthesouthwestquadrantandanautozoneinthesoutheastquadrant.us 92/InternationalSpeedwayBoulevardisamajorarterialconnectingtheCityofDeLandtoI95 andthecityofdaytonabeach.garfieldavenueislargelydevelopedanditprovidesaccessto commercialand/orresidentialdevelopment. VHB, Inc. 6

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20 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO TrafficVolumeData 72hour classification traffic counts were collected on the westbound approach of US 92/International Speedway Boulevard, east of US 17/Woodland Boulevard, from Tuesday, December 6, 2016, through Thursday, December 9, 2016 representing a typical commuter weekday. The counts recorded that 12,144 vehicles approached on US 92/International SpeedwayBoulevardinthewestbounddirection. The 72hour classification traffic counts were supplemented with 8hour intersection turning movementcounts.theturningmovementcountswerecollectedbetween7:00am 9:00AM, 11:00AM 1:00PMand2:00PM 6:00PMalongUS92/InternationalSpeedwayBoulevardat the US 17/Woodland Boulevard, Amelia Avenue, Lowe s Entrance and Garfield Avenue intersections.thesehoursrepresentthehighesteighthoursobtainedfromtheapproachcounts. Fromthisdata,theAM,middayandPMpeaktraffichourswerefoundtooccurfrom7:15AMto 8:15AM,11:30AMto12:30PMand4:45PMto5:45PM,respectively,foralloftheintersections alongus92/internationalspeedwayboulevard.theoverallpeakhourfortheintersectionswas foundtooccurduringthepmpeakhour. TheturningmovementcountsonUS92/InternationalSpeedwayBoulevardrevealthatthetraffic in eastbound direction peaks during AM conditions and traffic in westbound direction peaks duringpmconditions.duringmiddayconditions,thetrafficseemstobeequallydistributedin bothdirections.the72hourwestboundapproachclassificationcount,8hourturningmovement counts and pedestrian/bicycle counts are provided in greater detail in the Appendix C. The following table summarizes the distribution of turning movements along US 92/International SpeedwayBoulevardattheUS17/WoodlandBoulevard,AmeliaAvenueandGarfieldAvenue intersections: VHB, Inc. 12

21 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO Table1:8HourTurningMovementPercentages(AllVehicles) Intersection Movement Northbound Southbound Eastbound Westbound US92& WoodlandBlvd US92&Amelia Ave US92&Garfield Ave Leftturn/Uturn 10.30% 33.30% 29.90% 24.60% Through 59.70% 52.20% 62.90% 41.00% Rightturn 30.00% 14.50% 7.20% 34.40% Leftturn/Uturn 27.60% 29.10% 10.90% 7.10% Through 35.20% 28.90% 84.90% 84.60% Rightturn 37.10% 41.90% 4.20% 8.20% Leftturn/Uturn 32.30% 51.10% 3.70% 6.90% Through 31.40% 21.10% 90.20% 85.30% Rightturn 36.20% 27.80% 6.10% 7.80% Theexistingfieldcollectedturningmovementcountswerebalanced(basedonthepresenceof additionalaccesslocationsbetweenstudyintersections)andusedintheoperationalanalysis. VHB, Inc. 13

22 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO CrashData Thelatestavailablethreeyearsofcrashdata(fromJanuary1,2013toDecember31,2015)along US92/InternationalSpeedwayBoulevardfromUS17/WoodlandBoulevardtoGarfieldAvenue wereobtainedfromthesignalfouranalytics.basedonthecrashdata,atotalof89crashes occurredwithinthestudylimitsinthelastthreeyears.rawcrashdataisincludedinappendix D. CrashSummarybyYearandConditions Table2showsthesummaryofthecrashesbyseverityandconditionsforeachyear(January2013 December2015).Onaverage,about30crashesoccurredperyearforthelastthreeyearswithin thestudylimits,noneofthemwerefatalcrashesand25werecrashesthatresultedinsomekind ofinjury.atotalof15crashes(about17%ofthetotal)werereportedtohaveoccurredduring dark conditions (at night, dawn or dusk), averaging about 5 crashes per year. In addition, 4 crashes(about4%ofthetotal)occurredinwetweatherconditions. Table2:CrashSummarybySeverityandConditions(Jan2013Dec2015) Year Total Number ofcrashes Injury Crashes Fatal Crashes Dark Conditions Crashes Wet Conditions Crashes Average Percent 28.09% 0.00% 16.85% 4.49% CrashSummaryforIntersectionsandSegments Adetailedreviewofthecrashdataforthecorridorwasperformed.AsshowninTable3,the intersectionatus92andwoodlandboulevard,at49crashes,hadthehighestnumberofcrashes, accountingfor55%ofthetotalcrasheswithinthestudycorridor. VHB, Inc. 14

23 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO Table3:CrashSummarybyIntersectionsandsegments(Jan2013Dec2015) Intersection Total Fatal Crashes Injury Crashes Property Damage Only Night US92atWoodlandBlvd US92atAmeliaAve US92atGarfieldAve SubTotalIntersections Segment Total Fatal Crashes Injury Crashes Property Damage Only Night US92b/wWoodlandBlvd&AmeliaAve US92b/wAmeliaAve&GarfieldAve SubTotalSegments TotalIntersections&Segments Twentyfiveinjurycrashesandzerofatalitieswererecordedwithinthestudyareaduringthe threeyearperiod.onlytwoofthethreeanalyzedintersections,us17/woodlandboulevardand AmeliaAvenue,haveanyformofstreetlighting.LightingisnotpresentalongUS92/International SpeedwayBoulevardandUS17/WoodlandBoulevard. Wet Wet Thefollowingisasummaryofthetypesofcrashesattheintersectionsandalongthesegments: US92atWoodlandBlvd:Thisintersectionexperienced49crashesoverthelatestthreeyear reportingperiod,withanaverageof16crashesperyear.themajorityofthesecrasheswererear end crashes (77.6% of total), followed by left turn crashes (10.2% of total). There were no pedestriancrashesandnofatalcrashesreportedatthisintersectionoverthelatestthreeyear reportingperiod. US92atAmeliaAve:Thisintersectionexperienced19crashesovertheoverthelatestthreeyear reportingperiod,withanaverageof6crashesperyear.themajorityofthesecrasheswererear endcrashes(42.1%oftotal),followedbyangle,leftturn,andsideswipecrashes.therewereno pedestriancrashesandnofatalcrashesreportedatthisintersectionoverthelatestthreeyear reportingperiod. VHB, Inc. 15

24 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO US 92 at N Garfield Ave: This intersection experienced 16 crashes over the latest three year reportingperiod,averagingabout5crashesperyear.themajorityofthesecrasheswererear endcrashes(68.7%oftotal),followedbysideswipesandanglecrashes.therewerenopedestrian crashesandnofatalcrashesreportedatthisintersectionoverthelatestthreeyearreporting period. CrashSummarybyCrashType Table4showsthesummaryofthecrashesbycrashtype.Withinthestudycorridor,rearend crashesaccountforthemajorityofcrashes(about64%oftotal)followedbysideswipecrashes (about12%oftotal),leftturncrashes(about11%oftotal),andanglecrashes(about7%oftotal). Therewerenopedestriancrashesandnobicyclecrashesreportedatthisintersectionoverthe latestthreeyearreportingperiod. Table4:CrashSummarybyCrashTypes(Jan2013Dec2015) CrashType Peryear Percent Angle % RearEnd % HeadOn % LeftTurn % Sideswipe % Pedestrian % RightTurn % Bicycle % Other % Total % TheCrashDiagrams,figures7through11,areprovidedinthefollowingpages. VHB, Inc. 16

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30 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO QUALITATIVEASSESSMENT A qualitative assessment (QA) was conducted in the field in order to evaluate the existing operatingconditionsoccurringonatypicalweekday,andtoidentifyareaswhereimprovements wouldbepotentiallybeneficialtotheoverallsafetyandefficiencyofthelocation.aregistered professionalengineerperformedtheqafrom4:00pm 5:30PMduringtheeveningpeakhour period. US92/InternationalSpeedwayBoulevard&US17/WoodlandBoulevard 1. DuringtheQA,theintersectionasawhole,appearedtooperatewithmoderatedelays. AmeliaAvenueislocatedapproximately1,300feettotheeastandthePlazaEntranceis locatedapproximately500feettothewest.becauseoftheproximityoftheseadjacent signalized intersections, vehicles along US 92/International Speedway Boulevard generally arrived in platoons. During the time period between 5:00 PM 5:20 PM, queuesonwestboundus92/internationalspeedwayboulevardwereobservedtoback uptoameliaavenue,whichresultedinsomecyclefailures. 2. Duringtheremainderofthepeakhour,theintersectionoperatedwithmoderatedelays, withqueuesonwestboundus92/internationalspeedwayboulevardextendingbackto AlabamaAvenue.However,thequeueswereabletocleartheintersectioninonecycle. QueuesoneastboundUS92/InternationalSpeedwayBoulevardwerenotassignificant, andwereabletocleartheintersectionwithinasinglecycleaswell. 3. Thegeometryoftheintersectionis,ingeneral,straightandflat,sothesightdistanceto the signal is not impeded and was not observed to present any operational or safety concerns. 4. Therearecrosswalkswithpedestriansignalsacrossallthelegsoftheintersection.The crosswalksaremarkedwithspecialemphasispavementmarkings,whichareappropriate foracrossingatasignalizedintersection.thewalktimesprovidedappearedadequate forpedestrianstocrossatanormalpaceandwithintheallottedtime. VHB, Inc. 22

31 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO 5. Thereisa blankout signlocatedonthemastarmfacingtheeastboundapproach.the sign remains unlit until the westbound left turn movement, when it is activated to prohibittheeastboundrightturnmovement. 6. Thewestboundrightturnmovementisunderyieldsigncontrol.Itwasobservedthat westboundrightturningvehiclesfrequentlytreatedthisyieldmovementasafreeflow movement.the westbound right turning vehicles are immediately merged into the outsidenorthboundthroughlanewithoutthebenefitofaseparatemergelane.some conflictsandnearmisseswereobservedwhenwestboundleftturningvehicles,whohave the rightofway, attempted to turn into the outside northbound through lane.the westbound left turn lane does not have 2 4 skip lines to guide them through the intersection. US92/InternationalSpeedwayBoulevard&AmeliaAvenue 1. DuringtheQA,theintersectionasawhole,appearedtooperatewithmoderatedelays. During the time between 5:00 PM 5:20 PM, queues on westbound US 92/InternationalSpeedwayBoulevardwereobservedtobackuptotheadjacentsignal atgarfieldavenue.duringtheremainderofthepeakhour,theintersectionoperated with moderate delays, with queues on westbound US 92/International Speedway BoulevardbackinguptoLowe sentrance.however,thequeueswereabletodissipate withinonecyclelength.inafewinstances,thequeuesoneastboundus92/international SpeedwayBoulevardwerebackedupandblockedtheleftturningvehicles. 2. There are tracking marks on the shoulders of the eastbound approach which bear evidence that vehicles are traveling on the shoulder to get around stopped through traffictoproceedwiththeirleftturn. 3. Thegeometryoftheintersectionis,ingeneral,straightandflat,sothesightdistanceto thesignalisnotimpededandwasnotobservedtopresentanyoperationalorsafety concerns. 4. Therearecrosswalkswithpedestriansignalsacrossallthelegsoftheintersection,except ontheeastleg.thecrosswalksaremarkedwithspecialemphasispavementmarkings, whichareappropriateforacrossingatasignalizedintersection.thewalktimesprovided VHB, Inc. 23

32 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO appearedadequateforpedestrianstocrossatanormalpaceandwithintheallotted time.thepedestriandetectorsareaudibletypedetectors. US92/InternationalSpeedwayBoulevard&GarfieldAvenue PleasenotethattheQAprovidedbelowisthesameQAthatwasprovidedinthe Intersection Analysis Study for the Intersection of US 92/International Speedway Boulevard and Garfield Avenue providedinappendixa. 1. During the QA, the intersection, as a whole, appeared to operate smoothly and with minimal delay. The volume of traffic observed on US 92/International Speedway BoulevardwassignificantlyhigherthanthevolumesobservedonGarfieldAvenue.The flowoftrafficonus92/internationalspeedwayboulevardwasheavierinthewestbound directionthanintheeastbounddirection.foracoupleofcyclesbetween5:00pmand 5:20PM,queuesonwestboundUS92/InternationalSpeedwayBoulevardwereobserved tobackupapproximately800feet,thusblockingtheleftturningvehiclesandcausing cyclefailures(queuesclearedupinthenextcycle).duringthesameperiod(5:00 5:20 PM), the queues on westbound US 92/International Speedway Boulevard frequently backed up approximately 600 feet. During the remainder of the PM peak hour time period, the intersection operated without significant queues or cycle failures. It was observed that the outside through lane on eastbound US 92/International Speedway Boulevardwasutilizedmorethantheinsidethroughlane.Inafewinstances,thequeues oneastboundus92/internationalspeedwayboulevardwerebackeduptothelowe s Entrance;however,allqueuedvehicleswereabletocleartheintersectioninonecycle. 2. Thegeometryoftheintersectionis,ingeneral,straightandflat,sothesightdistanceto the signal is not impeded and was not observed to present any operational or safety concerns. 3. There are tracking marks on the shoulders of the eastbound approach which bear evidencethatvehiclesaretravelingontheshouldertogetaroundstoppedthroughtraffic toproceedwiththeirrightturn. VHB, Inc. 24

33 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO 4. TherearecrosswalkswithpedestriansignalsacrossthenorthandwestlegsoftheUS 92/InternationalSpeedwayBoulevardandGarfieldAvenueintersection.Thecrosswalks are marked with special emphasis pavement markings, which are appropriate for a crossingatasignalizedintersection.thewalktimesprovidedappearedadequatefor pedestrianstocrossatanormalpaceandwithintheallottedtime. 5. Crosswalksarenotprovidedonthesouthandeastlegsoftheintersection.Thesidewalks alongtheeastandwestsideofgarfieldavenue(southleg)areterminatedjustbeforethe intersection. VHB, Inc. 25

34 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO FEASIBILITYANALYSIS Background AnapplicationwasreceivedfromVolusiaCountytoperformafeasibilitystudytoextendthe existingwestboundrightturnlanealongus92/internationalspeedwayboulevardatalabama AvenueeasttoAmeliaAvenuetoprovideacontinuousrightturnlanebetweenUS17/Woodland BoulevardandGarfieldAvenue. Thisstudydevelopedtwoalternativestoaddressoveralltrafficandtheoperationalefficiencyof thecorridor.thealternativesarebaseduponfieldobservations,trafficoperationalanalysis, historicalcrashanalysisandengineeringjudgment.theanalysisisbasedonthepremisethatthe recommendations provided in the Intersection Analysis Study for the Intersection of US 92/International Speedway Boulevard and Garfield Avenue are implemented. These recommendationsincludetheinstallationofaneastboundrightturnlane,anorthboundright turn lane, the extension of the westbound left turn lane and full crosswalks with pedestrian signalsatgarfieldavenue. Alternative1providesanalysisbasedonrequestinthefeasibilitystudytoextendtheexisting westboundrightturnlaneatalabamaavenuesothatthereisacontinuousrightturnlanefrom US17/WoodlandBoulevardtoGarfieldAvenue.Alternative2providesanalysiswithanextended eastboundleftturnlaneandexclusivenorthboundrightturnlaneatameliaavenuewithouta continuouswestboundrightturnlanefromus17/woodlandboulevardtoameliaavenue(i.e., thewestboundoutsidelaneremainsasexisting).alternative2istherecommendedalternative. Methodology Themethodologyfordeterminingthefeasibilityofimplementingtheproposedimprovements includes performing an assessment of the proposed site, a comparison of before and after operatingconditionswithinthestudycorridorutilizingtrafficoperationanalysissoftware,and preparingab/canalysisforanyproposedimprovements. VHB, Inc. 26

35 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO AssessmentofProposedSite There were some geometric constraints observed that would impact the extension of the westbound right turn lane along US 92/International Speedway Boulevard between Alabama AvenueandAmeliaAvenue.Theseincludethatthepedestriansignalinthenorthwestquadrant will need to be relocated, along with the multipost sign along the north side of US 92/InternationalSpeedwayBoulevard.Iftheroadwayiswidenedtothenorth,thesignalpolein the northwest quadrant will fall within the 24 clear zone required for new construction; however,sincethisisnotnewroadconstruction,resurfacing,restorationandrehabilitation (RRR)criteriacouldprobablybeapplied,whichallowsfora6 14 clearzone,dependingonthe actual speeds observed along the corridor.the drainage along the corridor is open swale. Therefore,iftheroadiswidenedtothenorth,thedrainageswalewouldneedtobereworked. Sincethevolumeofwaterwillincreasewiththeincreasedimpervioussurfaceareaofthenew lane,theswalesshouldbeanalyzedtodetermineiftheycanaccommodatetheadditionalwater. InordertoconstructanorthboundrightturnlaneatAmeliaAvenue,curbandgutterwillbe requiredtomaintaintheclearzonealongtheeastsideoftheroad.thenorthboundapproach currentlydrainsnorthtowardstheintersectionandintotheswalesalongus17,andtheaddition ofcurbandgutterwouldnotchangethat;althoughthevolumeofwaterwillincreasewiththe increasedimpervioussurfaceareaofthenewlane.theswalesshouldbeanalyzedtodetermine iftheycanaccommodatetheadditionalwater.surveywasnotprovidedfortheimprovement Diagrams;however,fromlotandparcellinespulledfromtheVolusiaCountyPropertyAppraisers webpage,itappearsthattheturnlanecouldfitwithintheexistingrightofway.theoverhead utilitylinesandthewaterlinethatrunsalongtheeastsideofameliaavenuewouldneedtobe relocated.itisnotanticipatedthattheexistingtrafficsignalpoleinthesoutheastquadrantwill needtobereplacedsincethecurbandgutterwillprovidetheappropriateclearzone. Therewasalsoageometricconstraintobservedthatcouldimpacttheextensionoftheeastbound leftturnlaneatameliaavenue.thelengthoftherecommendedextensioncouldpossiblybe limitedbythegradechangebetweenwestboundandeastboundus92/internationalspeedway Boulevard.However,theexistingleftturnlaneisnotconstructedperFDOTstandardcriteriaand VHB, Inc. 27

36 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO currently has a 165 taper. If the turn lane were reconstructed per current criteria, approximately100 ofextrastoragecouldbegainedwithminimalimpacttothegrade. OperationalAnalysis Theoperationalanalysiswasperformedfortheproposedandrecommendedalternativesfor beforeandafterconditions.thebeforeconditionsassumethatthereisnochangeinintersection geometry and signal timings, whereas, the after conditions assume improvements under the proposedalternativestheexistingandimprovedoperatingconditionsweredeterminedusing Synchro 9/SimTraffic simulation software.the signal timing information was obtained from VolusiaCounty. Alternative1 Table 5 summarizes the intersection delay and levels of service (LOS) for before and after conditionsduringthethreepeakperiods.thesimtrafficsimulationresultswereprovidedin AppendixD. Table5:BeforeandAfterOperationalAnalysisResults(Alternative1) AMPeakHour MidDay PMPeakHour Intersection Delay (Sec.) Before After Before After Before After LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS US92& Woodland Blvd US92& AmeliaAve US92& GarfieldAve 35.6 D 36.0 D 38.3 D 36.3 D 41.0 D 40.8 D 22.1 C 23.1 C 29.8 C 26.3 C 38.8 D 39.3 D 10.9 B 9.7 A 12.9 B 9.7 A 19.0 B 18.0 B Note:Theresultsarebasedonaverageof10randomseedSimTrafficSimulationruns Alternative2(RecommendedAlternative) Table 6 summarizes the intersection delay and levels of service (LOS) for before and after conditionsduringthethreepeakperiods.thesimtrafficsimulationresultswereprovidedin AppendixE. VHB, Inc. 28

37 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO Table6:BeforeandAfterOperationalAnalysisResults(Alternative2) AMPeakHour MidDay PMPeakHour Intersection Delay (Sec.) Before After Before After Before After LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS US92& Woodland Blvd US92& AmeliaAve 35.6 D 31.6 C 38.3 D 35.5 D 41.0 D 35.6 D 22.1 C 16.2 C 29.8 C 28.7 C 38.8 D 31.4 C US92& 10.9 B 9.4 A 12.9 B 9.1 A 19.0 B 17.5 B GarfieldAve Note:Theresultsarebasedonaverageof10randomseedSimTrafficSimulationruns VHB, Inc. 29

38 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO Benefit/CostAnalysis Abenefitcostanalysiswasperformedforthestudyintersectionstoestimatetheeffectiveness ofthepotentialintersectionimprovementusingsimtrafficsimulation.thebenefitsaredefined intermsofannualizedcostsavingsassociatedwithreductionsinthefollowingthreemeasures ofeffectiveness(moes): o o o TotalDelay(VehicleHours) Stops FuelConsumption(Gallons) Thebenefitswerecalculatedfor300daysinayearaccountingforreducedbenefitsanticipated duetolowertrafficvolumesduringtheweekend.thevalueofdelaytimeperhour($17.67)and fuelcost($3.27)wereobtainedfrom TheMobilityDataforOrlando publishedbytexasa&m University.Stopswereestimatedtocost$0.014each.Table7summarizestheunitvalueofeach MOEinatabularformatalongwithitssource. Table7:UnitValueofMOEs MOEValues UnitValue Source Stops($) Transyt7F Delay($) Fuel($/gal.) DaysperYear UrbanMobilityReportpublishedby TexasA&MTransportationInstitute(TTI) 2014 UrbanMobilityReportpublishedby TTI AveragedayswithobservableAM&PM peakingcharacteristics TheestimatedcostfortheAlternative1modificationsis$130,905.97(presentdayvalue)andit has a corresponding annualized cost amounting to $9, The service life for the modificationisassumed20yearsandtheinterestrateusedinthecalculationofannualizedcosts isassumed4%,whichisavaluefrequentlyusedbythefloridadepartmentoftransportation (FDOT)intheirbenefitcostcomputations.TheCostEstimateforAlternative1canbefoundin AppendixF. VHB, Inc. 30

39 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO Table8summarizesthebenefitcostanalysisforAlternative1.TheanalysisyieldsaB/Cratioof ThecalculatedB/Cratioindicatesthattheanticipatedbenefitsoutweightheestimated costsfortheproposedmodification,withbenefitsderivedthroughreducedcostsassociatedwith lowerdelay,stopsandfuelconsumption. BenefitPeriod AMPeakHour MidDay PMPeakHour EstimatedDaily(AM+ Mid+PM) Table8:Benefit/CostAnalysisResults(Alternative1) MeasuresofEffectiveness TotalStops TotalDelay FuelConsumption (vehhrs) (gal) Existing 4, Proposed 4, Existing 5, Proposed 4, Existing 7, Proposed 7, Existing 17, Proposed 16, EstimatedDailySavings EstimatedUnitCost $0.014 $ $3.270 DailyUserBenefitbyMOE $6.66 $ $ DailyUserBenefitTotal $ AnnualUserBenefit $112, TotalAnnualCost $9, BenefitCostRatio Notes: 1) Theservicelifeoftheimprovementswaskeptat20years 2) Interestrateof4%wasusedtodeterminetheannualcostofimprovements 3) Annualuserbenefitwascalculatedfor300dayswith2hourseachofAM,MiddayandPMpeakperiods TheestimatedcostfortheAlternative2improvementsis$174,220.86(presentdayvalue)andit has a corresponding annualized cost amounting to $12, The service life for the modificationsareassumed20yearsandtheinterestrateusedinthecalculationofannualized costs is assumed 4%, which is a value frequently used by the FDOT in their benefit cost computations.thecostestimateforalternative2canbefoundinappendixf. VHB, Inc. 31

40 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO Table9summarizesthebenefitcostanalysisforAlternative2.TheanalysisyieldsaB/Cratioof ThecalculatedB/Cratioindicatesthattheanticipatedbenefitsoutweightheestimated costsfortheproposedmodifications,withbenefitsderivedthroughreducedcostsassociated withlowerdelay,stopsandfuelconsumption. BenefitPeriod AMPeakHour MidDay PMPeakHour EstimatedDaily(AM+ Mid+PM) Table9:Benefit/CostAnalysisResults(Alternative2) MeasuresofEffectiveness TotalStops TotalDelay FuelConsumption (vehhrs) (gal) Existing 4, Proposed 3, Existing 5, Proposed 4, Existing 7, Proposed 6, Existing 17, Proposed 15, EstimatedDailySavings 1, EstimatedUnitCost $0.014 $ $3.240 DailyUserBenefitbyMOE $24.61 $ $ DailyUserBenefitTotal $ AnnualUserBenefit $382, TotalAnnualCost $12, BenefitCostRatio Notes: 1) Theservicelifeoftheimprovementswaskeptat20years 2) Interestrateof4%wasusedtodeterminetheannualcostofimprovements 3) Annualuserbenefitwascalculatedfor300dayswith2hourseachofAM,MiddayandPMpeakperiods VHB, Inc. 32

41 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO RECOMMENDATIONS Baseduponthecrashandspeedanalyses,qualitativeassessment,fieldobservations,intersection analysis,b/canalysisandengineeringjudgment,thefollowingmodificationsarerecommended toimprovethesafetyandoperationoftheintersection: 1:Alternative1: Extend the existing westbound right turn lane along US 92/International Speedway BoulevardatAlabamaAvenueeasttoAmeliaAvenuetoprovideacontinuousrightturn lanefromus17/woodlandavenuetogarfieldavenue. Provideanexclusiveeastboundrightturnlaneandextendtheexistingwestboundleft turnlaneatus92/internationalspeedwayboulevardandgarfieldavenueintersection. Thisalternativeisbasedontheinputprovidedintheapplicationforafeasibilitystudycompleted bythecounty.basedontheexistingrightofway,therearenophysicalconstraintsfoundto preventtheextensionofthewestboundrightturnlanefromalabamaavenuetoameliaavenue. Thismodificationcanbeimplementedatanapproximatecostof$164,901.20andyieldsaB/C ratioof9.30,whichindicatesthattheanticipatedbenefitsoutweightheestimatedcostsfor theproposedmodifications. 2:Alternative2(RecommendedAlternative): Provideanexclusivenorthboundrightturnlaneandextendtheexistingeastboundleft turn lane (by approximately 100 feet) at the intersection of US 92/International SpeedwayBoulevardandAmeliaAvenue. Provideexclusiveeastboundandnorthboundrightturnlanesandextendtheexisting westbound left turn lane at US 92/International Speedway Boulevard and Garfield Avenueintersection. Thesemodificationscanbeimplementedatanapproximatecostof$191,139.90andyieldsa B/C ratio of 26.44, which indicates that the anticipated benefits significantly outweigh the estimatedcostsforthisrecommendedalternative. VHB, Inc. 33

42 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO 3: Extend the existing sidewalk along the south side of US 92/International Speedway BoulevardfromtheeastsideofAlabamaAvenuetoGarfieldAvenue.Thecostforthissafety improvement(providedasaseparateitem)isestimatedat$67, thissafetyimprovement willencouragepedestrianswhowanttoaccessthebusinesseslocatedonthesouthsideofus92 towalkonthesidewalkratherthantheshoulderoftheroad,thusimprovingpedestriansafety andreducingvehiclepedestrianconflicts. 4:Install2 4 skipguidelinesthroughtheintersectionatus17/woodlandavenuetoguide eastbound left turning vehicles into the inside northbound through lane. This will reduce conflictbetweentheeastboundleftturningvehiclesandwestboundrightturningvehicles,which frequentlytreatthisyieldmovementasafreeflowmovement,andaremergedimmediatelyinto theoutsidenorthboundthroughlanewithoutthebenefitofaseparatemergelane. TheAlternative1andAlternative2recommendedimprovementsareillustratedinFigures12and 13,respectively. VHB, Inc. 34

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55 Corridor Analysis US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO APPENDICES VHB, Inc. 7

56 APPENDIXA: US92/InternationalSpeedwayBoulevardandGarfieldAvenue B/CAnalysisReport VHB, Inc. 1

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58 FinalReport IntersectionAnalysisfor US92/InternationalSpeedwayBlvd. atgarfieldave. April2017 Preparedfor: RivertoSeaTransportationPlanningOrganization (R2CTPO) 2570W.InternationalSpeedwayBlvd.,Suite100 DaytonaBeach,FL Preparedby: VHB,Inc. 225E.RobinsonStreet, Orlando,FL ProfessionalEngineer: KathrynL.Lee P.E.#62420 April07,2017 VHB, Inc. 0

59 Intersection Analysis For US 92/International Speedway Blvd. at Garfield Ave. Task Work Order #1 VOLUSIA COUNTY Prepared for: Prepared by: Vanasse Hangen Brustlin, Inc. Orlando, FL April 2017 VHB, Inc. 1

60 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO EXECUTIVESUMMARY ThisreportpresentstheresultsofanIntersectionAnalysiscompletedforUS92/International SpeedwayBoulevardatGarfieldAvenue,whichislocatedintheCityofDeLandinVolusiaCounty, Florida.ThisreportwaspromptedbyanapplicationbyVolusiaCountytoconstructarightturn lanealongeastboundus92/internationalspeedwayboulevardandtoextendtheexistingleft turnlanealongwestboundus92/internationalspeedwayboulevardatgarfieldavenue. The existing westbound left turn lane on US 92/International Speedway Boulevard is approximately400feetlongwithataperof50feet.theproposedextensionoftheleftturnwill enablevehiclestomoveoutofthethroughlaneandmoveintothedesignatedturnlane,and improve the overall intersection operations. Constructing an eastbound right turn lane will enablevehiclestomoveoutofthewayofthroughtrafficanddecelerateinaseparateturnlane, thusdecreasingdelaytothroughvehiclesandreducingtheriskofrearendcrashes.inaddition to this improvement, this study recommends installing a northbound right turn lane and pedestriansafetyimprovementsasmentionedbelow. Baseduponthecrashanalyses,qualitativeassessment,fieldobservations,intersectionanalysis, Benefit/Cost (B/C) analysis and engineering judgment, the following modifications are recommendedtoimprovethesafetyandoperationoftheintersection: 1:ExtendtheexistingleftturnlanealongwestboundUS92/InternationalSpeedwayBoulevard atgarfieldavenue.therewerenophysicalconstraintsobservedthatwouldimpedethe200 extensionofthewestboundleftturnlaneattheintersectionofus92/internationalspeedway Boulevard and Garfield Avenue. Therefore, the extension of the westbound left turn lane is consideredfeasibleatthislocation.theleftturnlaneextensionwillhaveabeneficialeffectto theoperationofthewestboundmovementaswellastotheintersectionasawhole.theabove modificationcanbeimplementedatanapproximatecostof$13, :ConstructarightturnlanealongeastboundUS92/InternationalSpeedwayBoulevardat Garfield Avenue.The right of way is sufficient to install a separate right turn lane on the VHB, Inc. i

61 eastboundapproach;however,theexistingdrainageswalewouldneedtobereworkedandthe crossdrainwouldneedtobeextendedalongthesouthwestquadrantoftheintersection.the existingpedestriansignal,pullboxandpedestrianlanding,equippedwithahandrail,wouldneed toberelocated.aseparaterightturnlanewillhaveabeneficialeffecttotheoperationofthe eastboundmovementaswellastotheintersectionasawhole.theabovemodificationcanbe implementedatanapproximatecostof$72, : Construct a right turn lane along northbound Garfield Avenue at US 92/International SpeedwayBoulevard.TypeFcurbandgutterwouldbeneededalongtheeastsideofGarfield Avenue to fit a separate northbound right turn lane within the limited rightofway.as the improvementsareconceptual,surveywasnotprovided,andtherightofwaylinesshownonthe ImprovementDiagramarebasedonlotandparcellinespulledfromtheVolusiaCountyProperty Appraiserswebpage.Itisnotanticipatedthattheexistingtrafficsignalpoleswillneedtobe relocated;however,thereareoverheadutilitiesalongtheeastsideofgarfieldavenuethatwould requirerelocation.thenorthboundrightturnlanewillreducedelayandqueueingongarfield Avenue.Theabovemodificationcanbeimplementedatanapproximatecostof$49,357.65(not includinganyadditionalrightofwayorutilityrelocationthatmightberequired). Modifications13canbeimplementedatanapproximatecostof$135,473.65andyieldsaB/C ratioof5.39,whichindicatesthattheanticipatedbenefitsoutweightheestimatedcostsforthe proposedmodifications 4:ExtendtheexistingsidewalksalongtheeastandwestsidesofGarfieldAvenueonthesouth approach all the way to the intersection of US 92/International Speedway Boulevard and GarfieldAvenue.Theseconnectionswillprovideasafepassageforpedestriansbyeliminating theneedforthemtowalkonthepavementorinthegrass.providecrosswalksalongtheeast and south legs of the US 92/International Speedway Boulevard and Garfield Avenue intersection.thecostfortheserecommendations(providedasaseparateitem)isestimatedat $15, VHB, Inc. ii

62 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO Contents EXECUTIVESUMMARY...i INTRODUCTION...3 EXISTINGCONDITIONS...5 FieldInventory...5 TrafficVolumeData...13 CrashData...14 QUALITATIVEASSESSMENT...16 FEASIBILITYANALYSIS...18 Background...18 Methodology...18 AssessmentofProposedSite...18 OperationalAnalysis...19 Benefit/CostAnalysis...20 RECOMMENDATIONS...23 APPENDICES...27 ListofTables Table1:8HourTurningMovementPercentages...13 Table2:CrashSummary(Jan2013Dec2015)...15 Table3:BeforeandAfterOperationalAnalysisResults...20 Table4:UnitValueofMOEs...21 Table5:Benefit/CostAnalysisResults...22 ListofFigures Figure1:LocationMap...4 Figure2:ConditionDiagram...12 Figure3:CrashDiagram...15 Figure4:ConceptualImprovementDiagram...25 ListofExhibits Exhibit1:LookingwesttowardstheintersectiononWBUS Exhibit2:LookingeastawayfromtheintersectiononWBUS Exhibit3:LookingeasttowardstheintersectiononEBUS Exhibit4:LookingwestawayfromtheintersectiononEBUS VHB, Inc. 1

63 Exhibit5:LookingnorthtowardstheintersectiononNBGarfieldAvenue...9 Exhibit6:LookingsouthawayfromtheintersectiononNBGarfieldAvenue...9 Exhibit7:LookingsouthtowardstheintersectiononSBGarfieldAvenue...10 Exhibit8:LookingnorthtowardstheintersectiononSBGarfieldAvenue...10 Exhibit9:TrackingonshoulderLookingeasttowardstheintersectiononEBUS VHB, Inc. 2

64 INTRODUCTION VHB,Inc.wasretainedtoperformanIntersectionAnalysisforUS92/InternationalSpeedway BoulevardattheintersectionofGarfieldAvenue,whichislocatedintheCityofDeLandinVolusia County,Florida,asillustratedinFigure1.ThisreportwaspromptedbyanapplicationbyVolusia Countytoconstructaneastboundrightturnlaneandtoextendtheexistingwestboundleftturn lane at the US 92/International Speedway Boulevard and Garfield Avenue intersection.the purpose of the analysis is to identify cost feasible intersection improvements that may be appropriatetoreduceintersectioncongestionanddelay.inadditiontotheseimprovements, thisstudyrecommendsinstallinganorthboundrightturnlane(basedoninformation/comments providedbyfdot)andsidewalkimprovementstopromotepedestriansafety.thisfinalreport wasrevisedbasedonthecommentsreceivedfromvolusiacountyandfloridadepartmentof Transportation(FDOT)onthedraftreport.ThecommentsprovidedbytheCountyandFDOT, along with comment responses, are provided in Appendix A. The analysis will particularly considerthebenefitsandfeasibilityofaddingadedicatedeastboundrightturnlane,northbound right turn lane and extending the westbound left turn lane at the intersection of US 92/InternationalSpeedwayBoulevardandGarfieldAvenue. TheanalysismethodsusedincompletingthisstudyareconsistentwiththeManualonUniform Traffic Control Devices (MUTCD), the Manual on Uniform Traffic Studies (MUTS), the Traffic EngineeringManual(TEM)andengineeringjudgment.Theremainderofthisreportdocuments existing conditions, vehicle and pedestrian counts, qualitative assessments, crash analyses, intersectionanalysis,b/canalysisandrecommendations. VHB, Inc. 3

65 N. Spring Garden Ave. \\vhb\proj\orlando\ US 92 at Garfield R2CTPO\graphics\FIGURES\AI Source: Perkins Hwy. N. Spring Garden Ave. Grand Ave. Glenwood Reserve Carter Rd. Clark Bay Conservation Area N Not To Scale Pineland Heights Glenwood Rd. 92 DeLand Municipal Airport E. International Speedway Blvd. N. Woodland Blvd. Glenwood DeLand Fams Grand Ave. North DeLand E. Plymouth Ave. W. Plymouth Ave. E. Plymouth Ave. Garfield Ave. 17 W. Minnesota Ave. E. New York Ave DeLand W. New York Ave. Figure 1 Site Location Map

66 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO EXISTINGCONDITIONS FieldInventory TheintersectionofUS92/InternationalSpeedwayBoulevardandGarfieldAvenueislocatedin thecityofdelandinvolusiacounty,florida.theexistingconditiondiagram,figure2,depicts the existing conditions at the study intersection including the general roadway geometry, pavementmarkings,landuse,andintersectiontrafficcontrol.inaddition,photographsofthe existingconditionsaroundtheintersectionareprovidedattheendofthissection.theconditions statedinthisreportreflectconditionsasobservedonthedateofthequalitativeassessment. The intersection of US 92/International Speedway Boulevard and Garfield Avenue is a plus shaped intersection with US 92/International Speedway Boulevard running eastwest and GarfieldAvenuerunningnorthsouth.Theintersectionisundersignalcontrol. US92/InternationalSpeedwayBoulevardisa4lanedividedroadwayandGarfieldAvenueisa2 lane undivided roadway. At the intersection, there is a separate left turn lane for all approaches,exceptthenorthboundwhichhasasharedleftthroughandrightturnlane.thereis aseparaterightturnlaneinwestbounddirectiononly.thepostedspeedlimitsare45mphalong US92/InternationalSpeedwayBoulevardand25mphand30mphalongGarfieldAvenuenorth andsouthoftheintersection,respectively. Thetrafficsignalisaboxspanstrainpoledesignwithconcretepoleslocatedinallfourquadrants of the intersection. The signal phasing provides protected/permissive left turns from US 92/InternationalSpeedwayBoulevardandpermissiveleftturnsfromGarfieldAvenue.Thereare signalized special emphasis pedestrian crosswalks across the north and west legs of the intersection.sidewalksrunalongthenorthsideofus92/internationalspeedwayboulevard (westofintersection)andtheeastsideofgarfieldavenue(northofintersection),andbotheast &westsidesofgarfieldavenue(southoftheintersection).thesidewalksalonggarfieldavenue do not extend to the intersection. A shareduse trail runs along the north side of US 92/InternationalSpeedwayBoulevardbetweenthesidewalkandtheroadway.Thereisnostreet lightingalongus92/internationalspeedwayboulevardoralonggarfieldavenue. VHB, Inc. 5

67 ThelandusewithinthevicinityoftheintersectionconsistsofaLowe shomeimprovementin thenorthwestquadrant,adqgrill&chillrestaurantinthenortheastquadrant,adunkindonuts andcomfortinninthesouthwestquadrantandanautozoneinthesoutheastquadrant.us 92/InternationalSpeedwayBoulevardisamajorarterialconnectingtheCityofDeLandtoI95 and the City of Daytona Beach.Garfield Avenue is largely developed; it provides access to commercialandorresidentialdevelopment. VHB, Inc. 6

68 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO US92/InternationalSpeedwayBoulevardatGarfieldAvenue Exhibit1:LookingwesttowardstheintersectiononWBUS92 Exhibit2:LookingeastawayfromtheintersectiononWBUS92 VHB, Inc. 7

69 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO US92/InternationalSpeedwayBoulevardatGarfieldAvenue Exhibit3:LookingeasttowardstheintersectiononEBUS92 Exhibit4:LookingwestawayfromtheintersectiononEBUS92 VHB, Inc. 8

70 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO US92/InternationalSpeedwayBoulevardatGarfieldAvenue Exhibit5:LookingnorthtowardstheintersectiononNBGarfieldAvenue Exhibit6:LookingsouthawayfromtheintersectiononNBGarfieldAvenue VHB, Inc. 9

71 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO US92/InternationalSpeedwayBoulevardatGarfieldAvenue Exhibit7:LookingsouthtowardstheintersectiononSBGarfieldAvenue Exhibit8:LookingnorthtowardstheintersectiononSBGarfieldAvenue VHB, Inc. 10

72 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO US92/InternationalSpeedwayBoulevardatGarfieldAvenue Exhibit9:TrackingonshoulderLookingeasttowardstheintersectiononEBUS92 VHB, Inc. 11

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74 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO TrafficVolumeData The8hourintersectionturningmovementcountswerecollectedonDecember6,2016between 7:00 AM 9:00 AM, 11:00 AM 1:00 PM and 2:00 PM 6:00 PM along US 92/International SpeedwayBoulevardatLowe sentranceandgarfieldavenueintersections.fromthisdata,the AM,middayandPMpeaktraffichourswerefoundtooccurfrom7:15AMto8:15AM,11:30AM to12:30pmand4:45pmto5:45pm,respectively.theoverallpeakhourfortheintersection wasfoundtooccurduringthepmpeakhour. TheturningmovementcountsonUS92/InternationalSpeedwayBoulevardrevealthatthetraffic in eastbound direction peaks during AM conditions and traffic in westbound direction peaks duringpmconditions.duringmiddayconditions,thetrafficseemstobeequallydistributedin both the directions. The 8hour turning movement counts and pedestrian/bicycle counts are provided in greater detail in Appendix B. The following table summarizes the distribution of turningmovementsthroughthestudyintersection: Table1:8HourTurningMovementPercentages (AllVehicles) Movement Northbound Southbound Eastbound Westbound Leftturn/Uturn 32.3% 51.1% 3.7% 6.9% Through 31.4% 21.1% 90.2% 85.3% Rightturn 36.2% 27.8% 6.1% 7.8% Theexistingfieldcollectedturningmovementcountswerebalanced(basedonthepresenceof additionalaccesslocationsbetweenstudyintersections)andusedintheoperationalanalysis. VHB, Inc. 13

75 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO CrashData Crash reports compiled by Florida Signal Four Analytics were provided by River to Sea Transportation Planning Organization (R2CTPO).Based on this data, there were 16 crashes reportedwithintheinfluenceareaoftheintersectionduringthelatest36monthperiodcovering January1,2013toDecember31,2015.Thecrashesconsistedof11rearendcrashes,1leftturn crash,2sideswipecrashesand2anglecrashes.thecrashescaused7injuries,andtotalproperty damageamountedtoapproximately$115, therewerenofatalities.threeofthecrashes occurredatnightand10crashesoccurredeitherduringthedayoratduskandunknownforthe remaining3.pavementconditionsweredryfor13ofthecrashesandunknownfortheremaining 3. Basedonthisinformation,itisapparentthatrearendcrashesaccountforthemajorityofthe crashes at the intersection, with most of them occurring on US 92/International Speedway Boulevard rather than on the side streets.rear end crashes are inherent with signalized intersections,andtherewerenogeometricconstraintssuchasverticalorhorizontalcurvesor treesthatwouldpromoterearendcrashesorobstructthevisibilityofthetrafficsignal. Ofthe11rearendcrashes,4crashesoccurredontheoutsidethroughlanealongeastboundUS 92/InternationalSpeedwayBoulevard.Althoughthecrashreportsdidnotspecifywhetherthe eastboundvehiclesweretravelingthroughorturningrightatgarfieldavenue,3outofthese4 crashesoccurredduetoslowingdownorstoppingfortheredlightatthetrafficsignal. ACrashSummaryandCrashDiagramareprovidedinthefollowingpages. VHB, Inc. 14

76 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO Table2:CrashSummary(Jan2013Dec2015) # CrashID Date Time Crash Type Fatalities Injuries Property Damage Day/Night Wet/Dry C /19/2013 8:10PM RearEnd 0 0 $4,000 DarkLighted Dry C /19/2013 4:05PM Angle 0 1 $8,000 Daylight Dry C /9/2013 4:45PM RearEnd 0 1 $4,100 Dusk Dry C /1/ :23PM RearEnd 0 0 $4,000 Daylight Dry C /18/2014 6:20AM RearEnd 0 0 $8,000 Unknown Unknown C /23/2014 1:10PM RearEnd 0 0 $6,000 Daylight Dry C /3/2013 4:25PM RearEnd 0 2 $46,100 Daylight Dry C /20/2013 7:17PM Sideswipe 0 3 $2,000 DarkLighted Dry C /15/2013 7:40AM RearEnd 0 0 $0 Daylight Dry C /21/2014 4:00PM RearEnd 0 0 $1 Unknown Unknown C /31/2014 2:25PM RearEnd 0 0 $0 Unknown Unknown C /15/ :32AM RearEnd 0 0 $2,000 Daylight Dry C /31/2015 7:24PM Sideswipe 0 1 $4,000 Daylight Dry C /1/2015 2:58PM LeftTurn 0 4 $20,000 Daylight Dry C /23/2015 7:18PM RearEnd 0 0 $1,500 DarkLighted Dry C /30/2015 5:54PM Angle 0 3 $6,000 Daylight Dry CrashSummarybyCrashTypes(Jan2013Dec2015) CrashType Percent Angle % RearEnd % HeadOn % LeftTurn % Sideswipe % Pedestrian % RightTurn % Bicycle % Other % Total % VHB, Inc. 15

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78 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO QUALITATIVEASSESSMENT A qualitative assessment (QA) was conducted in the field in order to evaluate the existing operatingconditionsoccurringonatypicalweekday,andtoidentifyareaswhereimprovements wouldbepotentiallybeneficialtotheoverallsafetyandefficiencyofthelocation.aregistered professionalengineerperformedtheqafrom4:30pm 5:30PMduringtheeveningpeakhour period. 1. During the QA, the intersection, as a whole, appeared to operate smoothly and with minimaldelay.thevolumeoftrafficobservedonus92/internationalspeedwayboulevard wassignificantlyhigherthanthevolumesobservedongarfieldavenue.theflowoftraffic onus92/internationalspeedwayboulevardwasheavierinthewestbounddirectionthanin theeastbounddirection.foracoupleofcyclesbetween5:00pmand5:20pm,queueson westbound US 92/International Speedway Boulevard were observed to back up approximately 800 feet, thus blocking the left turning vehicles and causing cycle failures (queuesclearedupinthenextcycle).duringthesameperiod(5:00 5:20PM),thequeues onwestboundus92/internationalspeedwayboulevardfrequentlybackedupapproximately 600feet.DuringtheremainderofthePMpeakhourtimeperiod,theintersectionoperated withoutsignificantqueuesorcyclefailures.itwasobservedthattheoutsidethroughlaneon eastbound US 92/International Speedway Boulevard was utilized more than the inside throughlane.inafewinstances,thequeuesoneastboundus92/internationalspeedway BoulevardwerebackeduptotheLowe sentrance;however,allqueuedvehicleswereable tocleartheintersectioninonecycle. 2.Thegeometryoftheintersectionis,ingeneral,straightandflat,sothesightdistanceto thesignalisnotimpededandwasnotobservedtopresentanyoperationalorsafetyconcerns. 3.Therearetrackingmarksontheshouldersoftheeastboundapproachwhichbearevidence thatvehiclesaretravelingontheshoulderstogetaroundstoppedthroughtraffictoproceed withtheirrightturn. VHB, Inc. 17

79 4. There are crosswalks with pedestrian signals across the north andwest legs of the US 92/InternationalSpeedwayBoulevardandGarfieldAvenueintersection.Thecrosswalksare markedwithspecialemphasispavementmarkings,whichareappropriateforacrossingata signalizedintersection.thewalktimesprovidedappearedadequateforpedestrianstocross atanormalpaceandwithintheallottedtime. 5.Crosswalksarenotprovidedonthesouthandeastlegsoftheintersection.Thesidewalks alongtheeastandwestsideofgarfieldavenue(southleg)areterminatedjustbeforethe intersection. VHB, Inc. 18

80 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO FEASIBILITYANALYSIS Background AnapplicationwasreceivedfromVolusiaCountytoperformafeasibilitystudytoconstructan eastbound right turn lane and to extend the existing westbound left turn lane along US 92/InternationalSpeedwayBoulevardatGarfieldAvenue.Thepurposeoftheeastboundright turnlaneistoenabletraffictomoveoutofthewayofthroughtrafficanddecelerateinthe separateturnlane,thusreducingdelayforvehiclesturningrightontogarfieldavenue.addinga neweastboundrightturnlanewillreducethelikelihoodofrearendcrashesassociatedwith trafficslowingdowntomaketheturnontogarfieldavenue.thetrafficmakingthewestbound left turn (sometimes) cannot reach the turn lane due to the westbound through queues. Therefore,extendingthewestboundleftturnwillenabletraffictomoveoutofthethroughlane andmoveintothedesignatedturnlane.anorthboundrightturnlaneisalsorecommendedat the intersection since the northbound right turn traffic consistently drives on the shoulder aroundnorthboundthroughtraffictoturnrightonred(basedoninformationprovidedbyfdot). Methodology Themethodologyfordeterminingthefeasibilityofconstructinganeastboundrightturnlane,a northbound right turn lane and extending the existing westbound left turn lane along US 92/InternationalSpeedwayBoulevardatGarfieldAvenueincludesperforminganassessmentof theproposedsite,acomparisonofbeforeandafteroperatingconditionsattheintersection utilizingtrafficoperationanalysissoftware,andpreparingabenefit/cost(b/c)analysisforany proposedimprovements. AssessmentofProposedSite US 92/International Speedway Boulevard is a fourlane divided roadway with a wide grass median.at its intersection with Garfield Avenue, US 92/International Speedway Boulevard widenstoincludeseparaterightandleftturnlanesonthewestboundapproachandaseparate leftturnlaneontheeastboundapproach.thedrainagesystemconsistsofopenswalesalong VHB, Inc. 19

81 thenorthandsouthsidesoftheroad,andacrossdrainwithmiteredendsectionsrunningunder thesouthlegofgarfieldavenue. Toinstallaseparaterightturnlaneontheeastboundapproach,theswalealongthesouthwest quadrantwouldneedtobereworkedandthecrossdrainextendedtonotconflictwiththe additionallane.theeastboundapproachcurrentlydrainsintotheswalealongus17,andthe additionofcurbandgutterandassociatedflumeswouldnotchangethat;althoughthevolume ofwaterwillincreasewiththeincreasedimpervioussurfaceareaofthenewlane.theswales shouldbeanalyzedtodetermineiftheycanaccommodatetheadditionalwater.thesouthwest quadrantoftheintersectionalsocontainsapedestriansignal,pullboxandapedestrianlanding equippedwithahandrailthatwouldneedtoberelocatedtoaccommodatetheadditionallane. Inordertoconstructanorthboundrightturnlane,curbandgutterwillberequiredtomaintain theclearzonealongtheeastsideofgarfieldavenue.thenorthboundapproachcurrentlydrains northtowardstheintersectionandintotheswalesalongus17,andtheadditionofcurband gutterwouldnotchangethat;althoughthevolumeofwaterwillincreasewiththeincreased impervioussurfaceareaofthenewlane.theswalesshouldbeanalyzedtodetermineiftheycan accommodatetheadditionalwater.surveywasnotprovidedfortheimprovementdiagrams; however,fromlotandparcellinespulledfromthevolusiacountypropertyappraiserswebpage, itappearsthattheturnlanecouldfitwithintheexistingrightofway.theoverheadutilitylines thatrunalongtheeastsideofgarfieldavenuewouldneedtoberelocated.itisnotanticipated thattheexistingtrafficsignalpoleinthesoutheastquadrantwillneedtobereplacedsincethe curbandgutterwillprovidetheappropriateclearzone. Therewerenophysicalconstraintsobservedthatwouldimpedetheextensionofthewestbound leftturnlane. OperationalAnalysis Anintersectionoperationanalysiswasperformedforbeforeandafterconditions.Thebefore conditionsassumethatthereisnochangeinintersectiongeometryandsignaltimings,whereas, the after conditions assume that the lane configuration on US 92/International Speedway Boulevard will be modified to include a separate eastbound right turn lane, a separate VHB, Inc. 20

82 northboundrightturnlaneandextensionofthewestboundleftturnlane.theexistingoperating conditionsofus92/internationalspeedwayboulevardandgarfieldavenueweredetermined usingsynchro9/simtrafficsimulationsoftware.thesignaltiminginformationwasobtainedfrom VolusiaCounty.Table2summarizestheintersectiondelayandlevelsofservice(LOS)forbefore andafterconditionsduringthethreepeakperiods.asshowninthetable,theintersectionofus 92/InternationalSpeedwayBoulevardandGarfieldAvenueisoverallexpectedtooperatebetter withtheproposedimprovements.thesimtrafficsimulationresultswereprovidedinappendix C. Intersection Delay (Sec.) Table3:BeforeandAfterOperationalAnalysisResults AMPeakHour MidDay PMPeakHour Before After Before After Before After LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) LOS Delay (Sec.) Overall 10.9 B 9.4 A 12.9 B 9.1 A 19.0 B 17.5 B Note:Theresultsarebasedonaverageof10randomseedSimTrafficSimulationruns LOS Benefit/CostAnalysis Abenefitcostanalysiswasperformedforthestudyintersectiontoestimatetheeffectivenessof thepotentialintersectionimprovementsusingsimtrafficsimulation.thebenefitsaredefinedin termsofannualizedcostsavingsassociatedwithreductionsinthefollowingthreemeasuresof effectiveness(moes): o o o TotalDelay(VehicleHours) Stops FuelConsumption(Gallons) Thebenefitswerecalculatedfor300daysinayearaccountingforreducedbenefitsanticipated duetolowertrafficvolumesduringtheweekend.thevalueofdelaytimeperhour($17.67)and fuelcost($3.27)wereobtainedfrom TheMobilityDataforOrlando publishedbytexasa&m University.Stopswereestimatedtocost$0.014each.Table4summarizestheunitvalueofeach MOEinatabularformatalongwithitssource. VHB, Inc. 21

83 Table4:UnitValueofMOEs MOEValues UnitValue Source Stops($) Transyt7F Delay($) UrbanMobilityReportpublishedby TexasA&MTransportationInstitute(TTI) Fuel($/gal.) UrbanMobilityReportpublishedby TTI DaysperYear 300 Averagedayswithobservablepeaking characteristics Theestimatedcostfortheproposedmodificationis$135,474(presentdayvalue)andithasa correspondingannualizedcostamountingto$9, thecostestimatedoesnotincludethe potentialcostofrightofwayortherelocationofexistingutilitiesforthenorthboundrightturn laneimprovement.theservicelifeforthemodificationisassumed20yearsandtheinterestrate usedinthecalculationofannualizedcostsisassumed4%,whichisavaluefrequentlyusedbythe Florida Department of Transportation (FDOT) in their benefit cost computations.the Cost EstimatefortheproposedlaneadditionscanbefoundinAppendixD. Table5summarizesthebenefitcostanalysisfortheproposedimprovements.Theanalysisyields ab/cratioof5.39.thecalculatedb/cratioindicatesthattheanticipatedbenefitsoutweighthe estimatedcostsfortheproposedmodifications,withbenefitsderivedthroughreducedcosts associatedwithlowerdelay,stopsandfuelconsumption. VHB, Inc. 22

84 Table5:Benefit/CostAnalysisResults MeasuresofEffectiveness BenefitPeriod TotalDelay FuelConsumption TotalStops (vehhrs) (gal) AMPeakHour Existing Proposed MidDay Existing Proposed PMPeakHour Existing 1, Proposed 1, EstimatedDaily(AM+ Existing 2, Mid+PM) Proposed 2, EstimatedDailySavings EstimatedUnitCost $0.014 $ $3.270 DailyUserBenefitbyMOE $1.92 $ $4.578 DailyUserBenefitTotal $ AnnualUserBenefit $53, TotalAnnualCost $9, BenefitCostRatio 5.39 Notes: 1) Theservicelifeoftheimprovementswaskeptat20years 2) Interestrateof4%wasusedtodeterminetheannualcostofimprovements 3) Annualuserbenefitwascalculatedfor300dayswith2hourseachofAM,MiddayandPMpeakperiods VHB, Inc. 23

85 Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO RECOMMENDATIONS Baseduponthecrashandspeedanalyses,qualitativeassessment,fieldobservations,intersection analysis,b/canalysisandengineeringjudgment,thefollowingmodificationsarerecommended toimprovethesafetyandoperationoftheintersection: 1:Extendtheexistingwestboundleftturnlane,constructaneastboundrightturnlaneand constructanorthboundrightturnlaneattheintersectionofus92/internationalspeedway BoulevardandGarfieldAvenue.Therewerenophysicalconstraintsfoundthatwouldimpede the extension of the westbound left turn lane at the intersection of US 92/International SpeedwayBoulevardandGarfieldAvenue.Therightofwayissufficienttoinstallaseparateright turnlaneontheeastboundapproach;however,theexistingdrainageswalewouldneedtobe reworkedandthecrossdrainwouldneedtobeextendedalongthesouthwestquadrantofthe intersection.theexistingpedestriansignal,pullboxandpedestrianlanding,equippedwitha handrail,wouldneedtoberelocated.inordertoconstructanorthboundrightturnlane,curb andgutterwouldberequiredtomaintaintheclearzonealongtheeastsideofgarfieldavenue. Survey was not provided for the Improvement Diagrams; however, from lot and parcel lines pulledfromthevolusiacountypropertyappraiserswebpage,itappearsthatthenorthbound turnlanecouldfitwithintheexistingrightofway;however,theoverheadutilitylinesthatrun alongtheeastsideofgarfieldavenuewouldneedtoberelocated.itisnotanticipatedthatthe existingtrafficsignalpoleinthesoutheastquadrantwillneedtobereplacedsincethecurband gutterwillprovidetheappropriateclearzone.withboththeeastboundandnorthboundright turnlanes,theswalesalongus17shouldbeanalyzedtodetermineiftheycanaccommodatethe additional water. These modifications can be implemented at an approximate cost of $135,473.65(doesnotincludethepotentialcostofrightofwayorrelocationoftheoverhead utilitiesforthenorthboundrightturn)andyieldsab/cratioof5.39,whichindicatesthatthe anticipatedbenefitsoutweightheestimatedcostsfortheproposedmodification. TheproposedimprovementsareillustratedintheFigure4shownonthefollowingpage. VHB, Inc. 24

86 2:ExtendtheexistingsidewalksalongtheeastandwestsidesofGarfieldAvenueonthesouth approach all the way to the intersection of US 92/International Speedway Boulevard and GarfieldAvenue.Theseconnectionswillprovideasafepassageforpedestriansbyeliminating theneedforthemtowalkonthepavementorinthegrass.providecrosswalksalongtheeast and south legs of the US 92/International Speedway Boulevard and Garfield Avenue intersection.thecostfortheserecommendations(providedasaseparateitem)isestimatedat $15, VHB, Inc. 25

87

88

89 APPENDICES VHB, Inc. 28

90 APPENDIXA:ResponsestoComments VHB, Inc. 1

91 Comments from Amir Asgarinik(FDOT) US 92 at Garfield Report Comments 1. Shouldn t we use Optional Base Group 9 instead of 13? Response: Base Group has been revised from 13 to Does the existing concrete signal assembly need to be upgraded based on the proposed improvements? Response: It is anticipated that the existing span wire traffic signal can be maintained since no new signal heads will be required, and Type F curb and gutter is being proposed along the east side of the NB right turn lane since there is not enough right of way to maintain an 18 CZ. 3. Need 36 concrete pipes to accommodate the proposed turning movements and sidewalks. Response: 36 round concrete pipe has been added to the estimate. 4. Most of the proposed sidewalks should be 6 thick due to its proximity to the EOP and traffic movement. Response: The cost estimate considers that the ramps and sidewalk within the immediate vicinity of the curb radius will be 6 concrete % Contingency may be excessive. Response: The contingency has been reduced to 15%. Comments from Keith Riger (City of Deland) 1. I would like to point out that we have a proposed project in the hopper called the DeLand Greenway Trail North Extension, FIN , Federal Aid Number A to build a trail to the SW corner of the intersection. Pertinent plans are attached. Let s coordinate. Response: Comment Noted. Comments from Jon Cheney (Volusia County) 1. No comments on justification for new turn lanes, but always a support new lanes. 2. Why is this separate from the other turn lane study in the same area? This project should be combined with other turn lane project on US92 and administered by FDOT since work is on a State Roadway. Response: Two different reports were created based on the two different feasibility study applications from Volusia county. However, the US 92 & Garfield report was included in the appendix of the US 92 from Woodland Boulevard to Garfield Avenue report. 3. Did they look at need for turn lanes on Garfield itself? Response: As per the information provided by FDOT, additional northbound right turn lane is proposed at Garfield Avenue.

92 4. Not enough information to perform a constructability review, however most construction appears to be in FDOT ROW. Comments from Christopher Cairns (FDOT) 1. Please clarify the input volumes utilized for the eastbound and westbound approaches in the Synchro analysis for AM, Midday, and PM. Response: The turning movement counts, provided in Appendix A, were taken and adjusted (balanced) for reasonableness considering the presence or absence of additional access points between study intersections. 2. There is visible wear on the northbound approach leg from right turns. An exclusive right turn lane would appear to reduce peak hour delay and queuing on Garfield Avenue. Response: Comment noted. Analysis is revised with the exclusive northbound right turn lane improvement. 3. Concur with need for sidewalk to extend to pedestrian signal on SW corner and for pedestrian features and crosswalk for the east and south approaches. Please show these improvements on the improvement diagram. Note that additional work may be required to make well designed sidewalk connectivity on these corners, which may cost more than estimated. Response: Comment noted. All the proposed improvements are shown in the improvements diagram (figure 4). 4. Concur with need for an eastbound right turn lane as recommended. However, some form of bulb out should be considered to break up the right turn lane. We should avoid creating a new continuous EB auxiliary lane between Amelia and Garfield Avenue (that crosses a median opening). Response: Comment noted. The proposed eastbound right turn lane will not create a continuous eastbound auxiliary lane between Amelia Avenue and Garfield Avenue 5. There does not appear to be any operational benefit to extending the existing 450 westbound left turn lane. We are not aware of any wear or queue storage issues to suggest a problem. Response: Comment noted. During field observations, for a couple of cycles between 5:00 PM and 5:20 PM, queues on westbound US 92/International Speedway Boulevard were observed to back up approximately 800 feet, thus blocking the left turning vehicles and causing cycle failures (queues cleared up in the next cycle). During the same period (5:00 5:20 PM), the queues on westbound US 92/International Speedway Boulevard frequently backed up approximately 600 feet. 6. Can the existing signal structure support retroreflective back plates to enhance signal conspicuity and/or 4section heads for FYA indications? Response: Comment noted. The report provides conceptual improvements and there is insufficient information regarding the soil conditions, foundation design and capacity of the existing signal system to provide accurate structural analysis for the proposed modifications.

93 APPENDIXB:TrafficData

94 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Lowes Driveway & US 92 Intn'l Speedway Blvd Date December 6, 2016 All Vehicles AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL , , Peak Hour 7:15 AM 8:15 AM , Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL , , Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL , , Peak Hour 4:45 PM 5:45 PM ,282 30

95 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Lowes Driveway & US 92 Intn'l Speedway Blvd Date December 6, 2016 Trucks AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 7:15 AM 8:15 AM % 4% 2% 3% 0% 4% 0% Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:30 AM 12:30 PM % 1% 1% 5% 25% 5% 5% PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 4:45 PM 5:45 PM

96 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Lowes Driveway & US 92 Intn'l Speedway Blvd Date December 6, 2016 UTurns & RTOR AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 8:00 AM 9:00 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:00 AM 12:00 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 2:15 PM 3:15 PM

97 Pedestrian&BicycleSummary Project#: Date: 12/6/2016 NB/SB: LowesDriveway EB/WB: US92Intn'lSpeedwayBlvd Eastbound Hour 7:00 8:00 11:00 12:00 14:00 15:00 16:00 17: Bike Ped Westbound Bike Ped Southbound Northbound Hour PedBike PedBike LowesDriveway 7: :00 8: US92Intn'lSpeedwayBlvd :00 11: :00 12: :00 14: :00 US92Intn'lSpeedwayBlvd 15: :00 16: :00 17: : LowesDriveway Southbound Northbound PedBike PedBike Hour Eastbound Bike Ped Westbound Bike Ped Hour 7:00 8:00 11:00 12:00 14:00 15:00 16:00 17:

98 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Garfield Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 All Vehicles AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL , , Peak Hour 7:15 AM 8:15 AM , Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL , , Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL , , Peak Hour 4:45 PM 5:45 PM ,201 66

99 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Garfield Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 Trucks AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 8:00 AM 9:00 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:15 AM 12:15 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 2:00 PM 3:00 PM

100 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Garfield Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 UTurns & RTOR AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 7:00 AM 8:00 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:15 AM 12:15 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 2:45 PM 3:45 PM

101 Pedestrian&BicycleSummary Project#: Date: 12/6/2016 NB/SB: GarfieldAve EB/WB: US92Intn'lSpeedwayBlvd Eastbound Hour 7:00 8:00 11:00 12:00 14:00 15:00 16:00 17: Bike Ped Westbound Bike Ped Southbound Northbound Hour PedBike PedBike GarfieldAve 1 7: :00 2 8: US92Intn'lSpeedwayBlvd : : : : : : :00 US92Intn'lSpeedwayBlvd Southbound Northbound PedBike PedBike Hour 6 15: : : : : : GarfieldAve Eastbound Bike Ped Westbound Bike Ped :00 8:00 11:00 12:00 14:00 15:00 16:00 17: Hour

102 APPENDIXC:TrafficOperationAnalysis(SimTrafficResults)

103 COUNTY OF VOLUSIA TRAFFIC SIGNAL TIMING SHEET LOCATION: US 92 & Garfield Avenue DeLand ISOLATED: DATE: 11/30/2015 SIGNAL #: 395 COORD: X Design By: M Tobin System #: 4 PHASE DIRECTION TURN TYPE MIN GREEN EXTENSION CLEARANCE ALL RED WALK FDW MAX 1 MAX 2 MAX 3 ADJUST RECALL DETECTOR FLASH SET CLEAR PHASES: EBL WB NB WBL EB SB PERM/PROT PERM/PROT NONLOCK 8 Controller Timing Chart MIN MIN LOCK NONLOCK NONLOCK LOCK NONLOCK BASE DAY MON #1 TUES#1 WED #1 THU #1 FRI #1 SAT #2 SUN #3 TIME PLAN TIME PLAN TIME PLAN TIME PLAN TIME PLAN TIME PLAN TIME PLAN 05:3010:00 C1O1S1 05:3010:00 C1O1S1 05:3010:00 C1O1S1 05:3010:00 C1O1S1 05:3010:00 C1O1S1 08:0018:00 C2O1S1 09:3017:00 C1O1S1 10:0014:30 C2O1S1 10:0014:30 C2O1S1 10:0014:30 C2O1S1 10:0014:30 C2O1S1 10:0014:30 C2O1S1 18:0000:00 Free 17:0000:00 Free 14:3019:00 C301S1 14:3019:00 C301S1 14:3019:00 C301S1 14:3019:00 C301S1 14:3019:00 C301S1 19:0000:00 Free 19:0000:00 Free 19:0000:00 Free 19:0000:00 Free 19:0000:00 Free CONTROLLER TYPE CONDITION OF OVERHEAD Fair PROM NUMBER OVERHEAD STREET NAMES NO Econolite ASC/3 CABINET TYPE CABINET DATE V 03/2005 ILLUMINATED STREET NAMES PREEMPTION PREEMPTION TYPE YES YES INFRARED IP ADDRESS Crosswalk Length LED P2 75 Feet P4 P6 P8 130 Feet SIGNAL OWNER FDOT YES REMARKS: Max 2 for Coordination Opticom not in Use

104 DATE: VOLUSIA COUNTY TRAFFIC ENGINEERING Switch IP.# SYSTEM INVENTORY Controller IP.# Camera IP # 5/16/2016 DESIGNED BY: M Tobin LOCATION: US 92 & Garfield Avenue CITY: SIGNAL ID NO: 395 SYSTEM ID: 4 DeLand CONTROLLER TIME CHART TP# 1 MVMNT MIN EXT CLR A.R. WALK FDW MAX1 MAX2 MAX3 ADJST REC DET FL SET CLR COORDINATION NL PLAN C1/S1 C2/S1 C3/S1 C4/S1 C5/S1 C6/S MIN L CYCLE OFF NL OFF NL OFF MIN L OFF 4 7 OFF NL PERM 10% 10% 10% 10% 10% 10% 10% 10% PHASE SPLITS (seconds) CY/SP PH 1 PH 2 PH 3 C1/S C2/S C3/S C4/S1 C5/S1 C6/S PH PH 5 PH 6 PH 7 PH BASE DAY MON #1 TUES#1 WED #1 THU #1 FRI #1 SAT #2 SUN #3 TIME PLAN TIME PLAN TIME PLAN TIME PLAN TIME PLAN TIME PLAN TIME PLAN 05:3010:00 C1O1S1 05:3010:00 C1O1S1 05:3010:00 C1O1S1 05:3010:00 C1O1S1 05:3010:00 C1O1S1 08:0018:00 C2O1S1 09:3017:00 C1O1S1 10:0014:30 C2O1S1 10:0014:30 C2O1S1 10:0014:30 C2O1S1 10:0014:30 C2O1S1 10:0014:30 C2O1S1 18:0000:00 Free 17:0000:00 Free 14:3019:00 C301S1 14:3019:00 C301S1 14:3019:00 C301S1 14:3019:00 C301S1 14:3019:00 C301S1 19:0000:00 Free 19:0000:00 Free 19:0000:00 Free 19:0000:00 Free 19:0000:00 Free

105 SimTraffic Simulation Summary Existing AM 01/30/2017 Summary of All Intervals Run Number Start Time 7:20 7:20 7:20 7:20 7:20 7:20 7:20 End Time 8:30 8:30 8:30 8:30 8:30 8:30 8:30 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Summary of All Intervals Run Number Avg Start Time 7:20 7:20 7:20 7:20 End Time 8:30 8:30 8:30 8:30 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #0 Information Seeding Start Time 7:20 End Time 7:30 Total Time (min) 10 Volumes adjusted by Growth Factors. No data recorded this interval. US 92 US 17 to Garfield Ave SimTraffic Report SK Page 1

106 SimTraffic Simulation Summary Existing AM 01/30/2017 Interval #1 Information Recording Start Time 7:30 End Time 8:30 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording Start Time 7:30 End Time 8:30 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 2

107 SimTraffic Performance Report Existing AM 01/30/2017 5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach EB WB NB SB All Denied Delay (hr) Denied Del/Veh (s) Total Delay (hr) Total Del/Veh (s) Stop Delay (hr) Stop Del/Veh (s) Total Stops Stop/Veh Travel Dist (mi) Travel Time (hr) Avg Speed (mph) Fuel Used (gal) Fuel Eff. (mpg) HC Emissions (g) CO Emissions (g) NOx Emissions (g) Vehicles Entered Vehicles Exited Hourly Exit Rate Input Volume % of Volume Denied Entry Before Denied Entry After Density (ft/veh) Occupancy (veh) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 7

108 SimTraffic Simulation Summary Existing Mid 01/30/2017 Summary of All Intervals Run Number Start Time 11:20 11:20 11:20 11:20 11:20 11:20 11:20 End Time 12:30 12:30 12:30 12:30 12:30 12:30 12:30 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Summary of All Intervals Run Number Avg Start Time 11:20 11:20 11:20 11:20 End Time 12:30 12:30 12:30 12:30 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #0 Information Seeding Start Time 11:20 End Time 11:30 Total Time (min) 10 Volumes adjusted by Growth Factors. No data recorded this interval. US 92 US 17 to Garfield Ave SimTraffic Report SK Page 1

109 SimTraffic Simulation Summary Existing Mid 01/30/2017 Interval #1 Information Recording Start Time 11:30 End Time 12:30 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording Start Time 11:30 End Time 12:30 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 2

110 SimTraffic Performance Report Existing Mid 01/30/2017 5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach EB WB NB SB All Denied Delay (hr) Denied Del/Veh (s) Total Delay (hr) Total Del/Veh (s) Stop Delay (hr) Stop Del/Veh (s) Total Stops Stop/Veh Travel Dist (mi) Travel Time (hr) Avg Speed (mph) Fuel Used (gal) Fuel Eff. (mpg) HC Emissions (g) CO Emissions (g) NOx Emissions (g) Vehicles Entered Vehicles Exited Hourly Exit Rate Input Volume % of Volume Denied Entry Before Denied Entry After Density (ft/veh) Occupancy (veh) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 7

111 SimTraffic Simulation Summary Existing PM 01/30/2017 Summary of All Intervals Run Number Start Time 4:30 4:30 4:30 4:30 4:30 4:30 4:30 End Time 5:40 5:40 5:40 5:40 5:40 5:40 5:40 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Summary of All Intervals Run Number Avg Start Time 4:30 4:30 4:30 4:30 End Time 5:40 5:40 5:40 5:40 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #0 Information Seeding Start Time 4:30 End Time 4:40 Total Time (min) 10 Volumes adjusted by Growth Factors. No data recorded this interval. US 92 US 17 to Garfield Ave SimTraffic Report SK Page 1

112 SimTraffic Simulation Summary Existing PM 01/30/2017 Interval #1 Information Recording Start Time 4:40 End Time 5:40 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording Start Time 4:40 End Time 5:40 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 2

113 SimTraffic Performance Report Existing PM 01/30/2017 5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach EB WB NB SB All Denied Delay (hr) Denied Del/Veh (s) Total Delay (hr) Total Del/Veh (s) Stop Delay (hr) Stop Del/Veh (s) Total Stops Stop/Veh Travel Dist (mi) Travel Time (hr) Avg Speed (mph) Fuel Used (gal) Fuel Eff. (mpg) HC Emissions (g) CO Emissions (g) NOx Emissions (g) Vehicles Entered Vehicles Exited Hourly Exit Rate Input Volume % of Volume Denied Entry Before Denied Entry After Density (ft/veh) Occupancy (veh) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 7

114 SimTraffic Simulation Summary Alt2_Final AM 03/21/2017 Summary of All Intervals Run Number Start Time 6:57 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:07 8:07 8:07 8:07 8:07 8:07 8:07 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Summary of All Intervals Run Number Avg Start Time 6:57 6:57 6:57 6:57 End Time 8:07 8:07 8:07 8:07 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #0 Information Seeding Start Time 6:57 End Time 7:07 Total Time (min) 10 Volumes adjusted by Growth Factors. No data recorded this interval. US 92 US 17 to Garfield Ave SimTraffic Report SK Page 1

115 SimTraffic Simulation Summary Alt2_Final AM 03/21/2017 Interval #1 Information Recording Start Time 7:07 End Time 8:07 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording Start Time 7:07 End Time 8:07 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 2

116 SimTraffic Performance Report Alt2_Final AM 03/21/2017 5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach EB WB NB SB All Denied Delay (hr) Denied Del/Veh (s) Total Delay (hr) Total Del/Veh (s) Stop Delay (hr) Stop Del/Veh (s) Total Stops Stop/Veh Travel Dist (mi) Travel Time (hr) Avg Speed (mph) Fuel Used (gal) Fuel Eff. (mpg) HC Emissions (g) CO Emissions (g) NOx Emissions (g) Vehicles Entered Vehicles Exited Hourly Exit Rate Input Volume % of Volume Denied Entry Before Denied Entry After Density (ft/veh) Occupancy (veh) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 7

117 SimTraffic Simulation Summary Alt2_Final Mid 03/21/2017 Summary of All Intervals Run Number Start Time 11:57 11:57 11:57 11:57 11:57 11:57 11:57 End Time 1:07 1:07 1:07 1:07 1:07 1:07 1:07 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Summary of All Intervals Run Number Avg Start Time 11:57 11:57 11:57 11:57 End Time 1:07 1:07 1:07 1:07 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #0 Information Seeding Start Time 11:57 End Time 12:07 Total Time (min) 10 Volumes adjusted by Growth Factors. No data recorded this interval. US 92 US 17 to Garfield Ave SimTraffic Report SK Page 1

118 SimTraffic Simulation Summary Alt2_Final Mid 03/21/2017 Interval #1 Information Recording Start Time 12:07 End Time 1:07 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording Start Time 12:07 End Time 1:07 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 2

119 SimTraffic Performance Report Alt2_Final Mid 03/21/2017 5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach EB WB NB SB All Denied Delay (hr) Denied Del/Veh (s) Total Delay (hr) Total Del/Veh (s) Stop Delay (hr) Stop Del/Veh (s) Total Stops Stop/Veh Travel Dist (mi) Travel Time (hr) Avg Speed (mph) Fuel Used (gal) Fuel Eff. (mpg) HC Emissions (g) CO Emissions (g) NOx Emissions (g) Vehicles Entered Vehicles Exited Hourly Exit Rate Input Volume % of Volume Denied Entry Before Denied Entry After Density (ft/veh) Occupancy (veh) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 7

120 SimTraffic Simulation Summary Alt2_Final PM 03/21/2017 Summary of All Intervals Run Number Start Time 4:57 4:57 4:57 4:57 4:57 4:57 4:57 End Time 6:07 6:07 6:07 6:07 6:07 6:07 6:07 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Summary of All Intervals Run Number Avg Start Time 4:57 4:57 4:57 4:57 End Time 6:07 6:07 6:07 6:07 Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #0 Information Seeding Start Time 4:57 End Time 5:07 Total Time (min) 10 Volumes adjusted by Growth Factors. No data recorded this interval. US 92 US 17 to Garfield Ave SimTraffic Report SK Page 1

121 SimTraffic Simulation Summary Alt2_Final PM 03/21/2017 Interval #1 Information Recording Start Time 5:07 End Time 6:07 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording Start Time 5:07 End Time 6:07 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Denied Entry Before Denied Entry After Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 2

122 SimTraffic Performance Report Alt2_Final PM 03/21/2017 5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach EB WB NB SB All Denied Delay (hr) Denied Del/Veh (s) Total Delay (hr) Total Del/Veh (s) Stop Delay (hr) Stop Del/Veh (s) Total Stops Stop/Veh Travel Dist (mi) Travel Time (hr) Avg Speed (mph) Fuel Used (gal) Fuel Eff. (mpg) HC Emissions (g) CO Emissions (g) NOx Emissions (g) Vehicles Entered Vehicles Exited Hourly Exit Rate Input Volume % of Volume Denied Entry Before Denied Entry After Density (ft/veh) Occupancy (veh) US 92 US 17 to Garfield Ave SimTraffic Report SK Page 7

123 APPENDIXD:CostEstimates

124 ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5 FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER: Garfield Avenue Cost Estimate PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST CLEARING & GRUBBING AC $ 10, $ 2, REGULAR EXCAVATION CY $ 7.58 $ 3, EMBANKMENT CY $ $ TYPE B STABILIZATION SY 1, $ 2.15 $ 3, OPTIONAL BASE,BASE GROUP 09 SY 1, $ $ 17, SUPERPAVE ASPH CONC, TRAF C, PG7622 (1", 110 lb/yd2) TN $ $ 5, ASPH CONC FC,TRAF C,FC9.5,PG 7622, ARB (1", 110 lb/yd2)) TN $ $ 7, MODIFY EXISTING DRAINAGE STRUCTURE EA $ 1, $ 3, INLETS, CLOSED FLUME EA $ 3, $ 7, MITERED END SECT, OPTIONAL RD, 36" CD EA $ 3, $ 7, PIPE CULV, OPT MATL, ROUND, 36"S/CD LF $ $ 3, CONCRETE CURB & GUTTER, TYPE F LF $ $ 11, CONCRETE SIDEWALK AND DRIVEWAYS, 4" SY $ $ 5, CONCRETE SIDEWALK AND DRIVEWAYS, 6" SY $ $ DETECTABLE WARNINGS SF $ $ PERFORMANCE TURF, SOD SY $ 4.00 $ CONDUIT, F& I, OPEN TRENCH LF $ 6.24 $ 3, CONDUIT, F& I, DIRECTIONAL BORE LF $ $ 4, SIGNAL CABLE NEW OR RECO, FUR & INSTALL PI $ 4, $ 9, PULL & SPLICE BOX, F&I, 13" x 24" EA $ $ 3, ALUMINUM SIGNALS POLE, PEDESTAL EA $ 1, $ 2, ALUMINUM SIGNALS POLE, REMOVE EA $ $ TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS AS $ 1, $ 2, PEDESTRIAN SIGNAL, RELOCATE AS $ $ LOOP ASSEMBLY, F&I, TYPE B AS $ $ 2, LOOP ASSEMBLY, F&I, TYPE F AS $ $ 2, PEDESTRIAN DETECTOR, F&I, STANDARD EA $ $ 1, TRAF CNTL ASSEM, MODIFY AS $ 1, $ 2, SINGLE POST SIGN, F&I GM, <12 SF AS $ $ SINGLE POST SIGN, RELOCATE AS $ $ MULTI POST SIGN, F&I GM, SF AS $ 6, $ RETROREFLECTIVE PAVEMENT MARKERS EA $ 3.34 $ THERMOPLASTIC, STD, WHITE, SOLID, 12" LF $ 2.06 $ THERMOPLASTIC, STD, WHITE, SOLID, 18" LF $ 2.90 $ THERMOPLASTIC, STD, WHITE, SOLID, 24" LF $ 4.50 $ 1, THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" GM $ 1, $ THERMOPLASTIC, STD, WHITE, MESSAGE EA $ $ THERMOPLASTIC, STD, WHITE, ARROW EA $ $ THERMOPLASTIC, STDOTH, WHITE, SKIP, 6" GM $ 1, $ THERMOPLASTIC, STDOTH, WHITE, SOLID, 6" GM $ 3, $ THERMOPLASTIC, STDOTH,YELLOW, SOLID, 6" GM $ 5, $ THERMOPLASTIC, REMOVE SF $ 1.99 $ TOTAL OF IMPROVEMENTS: $ 120, DESIGN (0%): MOBILIZATION (5%): MAINTENANCE OF TRAFFIC (5%): CONTINGENCY (15%): $ $ $ 6, , , COMPONENT TOTAL $ 151, FDOTD7 \\vhb\proj\orlando\ US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield /31/2017

125 ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5 FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER: WB Left Turn at Garfield Avenue (L=200') PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST CLEARING & GRUBBING AC $ 10, $ REGULAR EXCAVATION CY $ 7.58 $ EMBANKMENT CY $ $ TYPE B STABILIZATION SY $ 2.15 $ OPTIONAL BASE,BASE GROUP 09 SY $ $ 4, SUPERPAVE ASPH CONC, TRAF C, PG7622 (1", 110 lb/yd2) TN $ $ 1, ASPH CONC FC,TRAF C,FC9.5,PG 7622, ARB (1", 110 lb/yd2)) TN $ $ 1, MODIFY EXISTING DRAINAGE STRUCTURE EA $ 1, $ INLETS, CLOSED FLUME EA $ 3, $ MITERED END SECT, OPTIONAL RD, 36" CD EA $ 3, $ PIPE CULV, OPT MATL, ROUND, 36"S/CD LF $ $ CONCRETE CURB & GUTTER, TYPE F LF $ $ CONCRETE SIDEWALK AND DRIVEWAYS, 4" SY $ $ CONCRETE SIDEWALK AND DRIVEWAYS, 6" SY $ $ DETECTABLE WARNINGS SF $ $ PERFORMANCE TURF, SOD SY $ 4.00 $ CONDUIT, F& I, OPEN TRENCH LF $ 6.24 $ CONDUIT, F& I, DIRECTIONAL BORE LF $ $ SIGNAL CABLE NEW OR RECO, FUR & INSTALL PI $ 4, $ PULL & SPLICE BOX, F&I, 13" x 24" EA $ $ ALUMINUM SIGNALS POLE, PEDESTAL EA $ 1, $ ALUMINUM SIGNALS POLE, REMOVE EA $ $ TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS AS $ 1, $ PEDESTRIAN SIGNAL, RELOCATE AS $ $ LOOP ASSEMBLY, F&I, TYPE B AS $ $ LOOP ASSEMBLY, F&I, TYPE F AS $ $ PEDESTRIAN DETECTOR, F&I, STANDARD EA $ $ TRAF CNTL ASSEM, MODIFY AS $ 1, $ SINGLE POST SIGN, F&I GM, <12 SF AS $ $ SINGLE POST SIGN, RELOCATE AS $ $ MULTI POST SIGN, F&I GM, SF AS $ 6, $ RETROREFLECTIVE PAVEMENT MARKERS EA $ 3.34 $ THERMOPLASTIC, STD, WHITE, SOLID, 12" LF $ 2.06 $ THERMOPLASTIC, STD, WHITE, SOLID, 18" LF $ 2.90 $ THERMOPLASTIC, STD, WHITE, SOLID, 24" LF $ 4.50 $ THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" GM $ 1, $ THERMOPLASTIC, STD, WHITE, MESSAGE EA $ $ THERMOPLASTIC, STD, WHITE, ARROW EA $ $ THERMOPLASTIC, STDOTH, WHITE, SKIP, 6" GM $ 1, $ THERMOPLASTIC, STDOTH, WHITE, SOLID, 6" GM $ 3, $ THERMOPLASTIC, STDOTH,YELLOW, SOLID, 6" GM $ 5, $ THERMOPLASTIC, REMOVE SF $ 1.99 $ TOTAL OF IMPROVEMENTS: $ 11, DESIGN (0%): MOBILIZATION (5%): MAINTENANCE OF TRAFFIC (5%): CONTINGENCY (15%): $ $ $ , COMPONENT TOTAL $ 13, FDOTD7 \\vhb\proj\orlando\ US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield /31/2017

126 ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5 FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER: EB Right Turn at Garfield Avenue (L=250') PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST CLEARING & GRUBBING AC $ 10, $ 1, REGULAR EXCAVATION CY $ 7.58 $ 1, EMBANKMENT CY $ $ TYPE B STABILIZATION SY $ 2.15 $ 1, OPTIONAL BASE,BASE GROUP 09 SY $ $ 6, SUPERPAVE ASPH CONC, TRAF C, PG7622 (1", 110 lb/yd2) TN $ $ 2, ASPH CONC FC,TRAF C,FC9.5,PG 7622, ARB (1", 110 lb/yd2)) TN $ $ 2, MODIFY EXISTING DRAINAGE STRUCTURE EA $ 1, $ 1, INLETS, CLOSED FLUME EA $ 3, $ 7, MITERED END SECT, OPTIONAL RD, 36" CD EA $ 3, $ 3, PIPE CULV, OPT MATL, ROUND, 36"S/CD LF $ $ 1, CONCRETE CURB & GUTTER, TYPE F LF $ $ 5, CONCRETE SIDEWALK AND DRIVEWAYS, 4" SY $ $ CONCRETE SIDEWALK AND DRIVEWAYS, 6" SY $ $ DETECTABLE WARNINGS SF $ $ PERFORMANCE TURF, SOD SY $ 4.00 $ CONDUIT, F& I, OPEN TRENCH LF $ 6.24 $ 2, CONDUIT, F& I, DIRECTIONAL BORE LF $ $ 2, SIGNAL CABLE NEW OR RECO, FUR & INSTALL PI $ 4, $ 4, PULL & SPLICE BOX, F&I, 13" x 24" EA $ $ 2, ALUMINUM SIGNALS POLE, PEDESTAL EA $ 1, $ 1, ALUMINUM SIGNALS POLE, REMOVE EA $ $ TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS AS $ 1, $ 1, PEDESTRIAN SIGNAL, RELOCATE AS $ $ LOOP ASSEMBLY, F&I, TYPE B AS $ $ 2, LOOP ASSEMBLY, F&I, TYPE F AS $ $ PEDESTRIAN DETECTOR, F&I, STANDARD EA $ $ TRAF CNTL ASSEM, MODIFY AS $ 1, $ SINGLE POST SIGN, F&I GM, <12 SF AS $ $ SINGLE POST SIGN, RELOCATE AS $ $ MULTI POST SIGN, F&I GM, SF AS $ 6, $ RETROREFLECTIVE PAVEMENT MARKERS EA $ 3.34 $ THERMOPLASTIC, STD, WHITE, SOLID, 12" LF $ 2.06 $ THERMOPLASTIC, STD, WHITE, SOLID, 18" LF $ 2.90 $ THERMOPLASTIC, STD, WHITE, SOLID, 24" LF $ 4.50 $ THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" GM $ 1, $ THERMOPLASTIC, STD, WHITE, MESSAGE EA $ $ THERMOPLASTIC, STD, WHITE, ARROW EA $ $ THERMOPLASTIC, STDOTH, WHITE, SKIP, 6" GM $ 1, $ THERMOPLASTIC, STDOTH, WHITE, SOLID, 6" GM $ 3, $ THERMOPLASTIC, STDOTH,YELLOW, SOLID, 6" GM $ 5, $ THERMOPLASTIC, REMOVE SF $ 1.99 $ TOTAL OF IMPROVEMENTS: $ 57, DESIGN (0%): MOBILIZATION (5%): MAINTENANCE OF TRAFFIC (5%): CONTINGENCY (15%): $ $ $ 2, , , COMPONENT TOTAL $ 72, FDOTD7 \\vhb\proj\orlando\ US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield /31/2017

127 ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5 FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER: NB Right Turn at Garfield Avenue (L=250') PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST CLEARING & GRUBBING AC $ 10, $ 1, REGULAR EXCAVATION CY $ 7.58 $ 1, EMBANKMENT CY $ $ TYPE B STABILIZATION SY $ 2.15 $ 1, OPTIONAL BASE,BASE GROUP 09 SY $ $ 6, SUPERPAVE ASPH CONC, TRAF C, PG7622 (1", 110 lb/yd2) TN $ $ 2, ASPH CONC FC,TRAF C,FC9.5,PG 7622, ARB (1", 110 lb/yd2)) TN $ $ 2, MODIFY EXISTING DRAINAGE STRUCTURE EA $ 1, $ 1, INLETS, CLOSED FLUME EA $ 3, $ MITERED END SECT, OPTIONAL RD, 36" CD EA $ 3, $ 3, PIPE CULV, OPT MATL, ROUND, 36"S/CD LF $ $ 1, CONCRETE CURB & GUTTER, TYPE F LF $ $ 5, CONCRETE SIDEWALK AND DRIVEWAYS, 4" SY $ $ 4, CONCRETE SIDEWALK AND DRIVEWAYS, 6" SY $ $ DETECTABLE WARNINGS SF $ $ PERFORMANCE TURF, SOD SY $ 4.00 $ CONDUIT, F& I, OPEN TRENCH LF $ 6.24 $ CONDUIT, F& I, DIRECTIONAL BORE LF $ $ 1, SIGNAL CABLE NEW OR RECO, FUR & INSTALL PI $ 4, $ PULL & SPLICE BOX, F&I, 13" x 24" EA $ $ ALUMINUM SIGNALS POLE, PEDESTAL EA $ 1, $ ALUMINUM SIGNALS POLE, REMOVE EA $ $ TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS AS $ 1, $ PEDESTRIAN SIGNAL, RELOCATE AS $ $ LOOP ASSEMBLY, F&I, TYPE B AS $ $ LOOP ASSEMBLY, F&I, TYPE F AS $ $ 1, PEDESTRIAN DETECTOR, F&I, STANDARD EA $ $ TRAF CNTL ASSEM, MODIFY AS $ 1, $ 1, SINGLE POST SIGN, F&I GM, <12 SF AS $ $ SINGLE POST SIGN, RELOCATE AS $ $ MULTI POST SIGN, F&I GM, SF AS $ 6, $ RETROREFLECTIVE PAVEMENT MARKERS EA $ 3.34 $ THERMOPLASTIC, STD, WHITE, SOLID, 12" LF $ 2.06 $ THERMOPLASTIC, STD, WHITE, SOLID, 18" LF $ 2.90 $ THERMOPLASTIC, STD, WHITE, SOLID, 24" LF $ 4.50 $ THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" GM $ 1, $ THERMOPLASTIC, STD, WHITE, MESSAGE EA $ $ THERMOPLASTIC, STD, WHITE, ARROW EA $ $ THERMOPLASTIC, STDOTH, WHITE, SKIP, 6" GM $ 1, $ THERMOPLASTIC, STDOTH, WHITE, SOLID, 6" GM $ 3, $ THERMOPLASTIC, STDOTH,YELLOW, SOLID, 6" GM $ 5, $ THERMOPLASTIC, REMOVE SF $ 1.99 $ TOTAL OF IMPROVEMENTS: $ 39, DESIGN (0%): MOBILIZATION (5%): MAINTENANCE OF TRAFFIC (5%): CONTINGENCY (15%): $ $ $ 1, , , COMPONENT TOTAL $ 49, FDOTD7 \\vhb\proj\orlando\ US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield /31/2017

128 ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5 FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER: Garfield Avenue Cost Estimate (Sidewalks & Crosswalks) PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST CLEARING & GRUBBING AC $ 10, $ REGULAR EXCAVATION CY $ 7.58 $ EMBANKMENT CY $ $ TYPE B STABILIZATION SY $ 2.15 $ OPTIONAL BASE,BASE GROUP 09 SY $ $ SUPERPAVE ASPH CONC, TRAF C, PG7622 (1", 110 lb/yd2) TN $ $ ASPH CONC FC,TRAF C,FC9.5,PG 7622, ARB (1", 110 lb/yd2)) TN $ $ MODIFY EXISTING DRAINAGE STRUCTURE EA $ 1, $ INLETS, CLOSED FLUME EA $ 3, $ MITERED END SECT, OPTIONAL RD, 36" CD EA $ 3, $ PIPE CULV, OPT MATL, ROUND, 36"S/CD LF $ $ CONCRETE CURB & GUTTER, TYPE F LF $ $ CONCRETE SIDEWALK AND DRIVEWAYS, 4" SY $ $ CONCRETE SIDEWALK AND DRIVEWAYS, 6" SY $ $ DETECTABLE WARNINGS SF $ $ PERFORMANCE TURF, SOD SY $ 4.00 $ CONDUIT, F& I, OPEN TRENCH LF $ 6.24 $ CONDUIT, F& I, DIRECTIONAL BORE LF $ $ SIGNAL CABLE NEW OR RECO, FUR & INSTALL PI $ 4, $ 4, PULL & SPLICE BOX, F&I, 13" x 24" EA $ $ ALUMINUM SIGNALS POLE, PEDESTAL EA $ 1, $ 1, ALUMINUM SIGNALS POLE, REMOVE EA $ $ TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS $ $ PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS AS $ 1, $ 1, PEDESTRIAN SIGNAL, RELOCATE AS $ $ LOOP ASSEMBLY, F&I, TYPE B AS $ $ LOOP ASSEMBLY, F&I, TYPE F AS $ $ PEDESTRIAN DETECTOR, F&I, STANDARD EA $ $ TRAF CNTL ASSEM, MODIFY AS $ 1, $ 1, SINGLE POST SIGN, F&I GM, <12 SF AS $ $ SINGLE POST SIGN, RELOCATE AS $ $ MULTI POST SIGN, F&I GM, SF AS $ 6, $ RETROREFLECTIVE PAVEMENT MARKERS EA $ 3.34 $ THERMOPLASTIC, STD, WHITE, SOLID, 12" LF $ 2.06 $ THERMOPLASTIC, STD, WHITE, SOLID, 18" LF $ 2.90 $ THERMOPLASTIC, STD, WHITE, SOLID, 24" LF $ 4.50 $ 1, THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" GM $ 1, $ THERMOPLASTIC, STD, WHITE, MESSAGE EA $ $ THERMOPLASTIC, STD, WHITE, ARROW EA $ $ THERMOPLASTIC, STDOTH, WHITE, SKIP, 6" GM $ 1, $ THERMOPLASTIC, STDOTH, WHITE, SOLID, 6" GM $ 3, $ THERMOPLASTIC, STDOTH,YELLOW, SOLID, 6" GM $ 5, $ THERMOPLASTIC, REMOVE SF $ 1.99 $ TOTAL OF IMPROVEMENTS: $ 12, DESIGN (0%): MOBILIZATION (5%): MAINTENANCE OF TRAFFIC (5%): CONTINGENCY (15%): $ $ $ , COMPONENT TOTAL $ 15, FDOTD7 \\vhb\proj\orlando\ US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield /31/2017

129 APPENDIXB: ResponsestoComments

130 Comments from Amir Asgarinik US 92 from US 17 to Garfield Report Comments 1. Shouldn t we use Optional Base Group 9 instead of 13? Response: Base Group has been revised from 13 to Does the existing concrete signal assembly need to be upgraded based on the proposed improvements? Response: It is anticipated that the existing span wire traffic signal can be maintained since no new signal heads will be required, and Type F curb and gutter is being proposed along the east side of the NB right turn lane since there is not enough right of way to maintain an 18 CZ from the signal pole using rural design criteria. 3. Need 36 concrete pipes to accommodate the proposed turning movements and sidewalks. Response: 36 mitered end sections, which per the Basics of Estimates (BOE) include the pipe, are already proposed for under Garfield Ave. to accommodate the additional pavement for the EB right turn lane and sidewalks/ramps. 4. Most of the proposed sidewalks should be 6 thick due to its proximity to the EOP and traffic movement. Response: The cost estimate considers that the ramps and sidewalk within the immediate vicinity of the curb radius will be 6 concrete % Contingency may be excessive. Response: The contingency has been reduced to 15%. Comments from Keith Riger 1. I would like to point out that we have a proposed project in the hopper called the DeLand Greenway Trail North Extension, FIN , Federal Aid Number A to build a trail to the SW corner of the intersection. Pertinent plans are attached. Let s coordinate. Response: Comment Noted. Comments from Jon Cheney Volusia County 1. No comments on justification for new turn lanes, but always a support new lanes. 2. Why is this separate from the other turn lane study in the same area? This project should be combined with other turn lane project on US92 and administered by FDOT since work is on a State Roadway. Response: Two different reports were created based on the two different feasibility study applications from Volusia county. However, the US 92 & Garfield report was included in the appendix of the US 92 from Woodland Boulevard to Garfield Avenue report. 3. Did they look at need for turn lanes on Garfield itself?

131 Response: As per the information provided by FDOT, additional northbound right turn lane is proposed. 4. Not enough information to perform a constructability review, however most construction appears to be in FDOT ROW. Comments from Christopher Cairns FDOT US92betweenUS17(WoodlandBlvd)andGarfieldAvenue 1. Please clarify where the input volumes come from for the following Synchro analyses: a. US 17/ Woodland Boulevard and International Speedway Boulevard/ US 92 Westbound approach (All time periods) b. Amelia Avenue and International Speedway Boulevard/ US 92 Eastbound and Westbound approaches (All time periods) c. Garfield Avenue and International Speedway Boulevard/ US 92 Eastbound and Westbound approaches (All time periods) Response: The turning movement counts, provided in Appendix A, were taken and adjusted (balanced) for reasonableness considering the presence or absence of additional access points between study intersections. 2. The department s concrete rehab project ( ) recently made improvements for US 92 WB right turn lane at US 17 which is not shown on the condition diagram. Response: Comment noted and Figures 2 & 3 were updated. 3. Do not concur with Alternative 1 or 2. There does not appear to be a significant capacity need to provide a continuous WB auxiliary lane in relation to potential for crash types to occur, specifically left turn crashes due to longer crossing distances across potentially higher speed outside through lane. Continuous right turn lanes may also increase conflicts for cyclists choosing to utilize the paved shoulder. Response: Comment noted. The study evaluated Alternative 1 strictly based on the improvement requests mentioned in the feasibility application, which was not considered as the recommended alternative. Based on the input received FDOT and Volusia County on Alternative 2 shown in the Draft Report, this current report shows the modified Alternative Concur with recommendation to extend the existing sidewalk along the south side of International Speedway Boulevard/ US 92 from the east side of Alabama Avenue to Garfield Avenue would improve connectivity and pedestrian safety. Response: Comment noted. 5. Concur with recommendation to install guidelines through the intersection at US 17/ Woodland Blvd to guide eastbound left turning vehicles into the inside northbound through lane will improve the safely and flow of traffic through the intersection. Response: Comment noted.

132 APPENDIXC: TrafficData and ExhibitsforUS92/InternationalSpeedwayBlvd&US17/WoodlandBlvdIntersection

133 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection US 17Woodland Blvd & US 92Intn'l Speedway Blvd Date December 6, 2016 All Vehicles AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL , Peak Hour 7:15 AM 8:15 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL 319 2, ,238 1, , ,853 1,659 Peak Hour 4:45 PM 5:45 PM

134 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection US 17Woodland Blvd & US 92Intn'l Speedway Blvd Date December 6, 2016 Trucks AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 8:00 AM 9:00 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 2:30 PM 3:30 PM

135 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection US 17Woodland Blvd & US 92Intn'l Speedway Blvd Date December 6, 2016 UTurns & RTOR AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 7:30 AM 8:30 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 3:00 PM 4:00 PM

136 Pedestrian&BicycleSummary Project#: Date: 12/6/2016 NB/SB: US17WoodlandBlvd EB/WB: US92Intn'lSpeedwayBlvd Eastbound Hour 7:00 8:00 11:00 12:00 14:00 15:00 16:00 17: Bike Ped Westbound Bike Ped Southbound Northbound Hour PedBike PedBike US17WoodlandBlvd 7: :00 8: US92Intn'lSpeedwayBlvd :00 11: :00 12: :00 14: :00 US92Intn'lSpeedwayBlvd 15: :00 16: :00 17: : US17WoodlandBlvd Southbound Northbound PedBike PedBike Hour Eastbound Bike Ped Westbound Bike Ped :00 8:00 11:00 12:00 14:00 15:00 16:00 17: Hour

137 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Amelia Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 All Vehicles AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL , , Peak Hour 7:15 AM 8:15 AM , Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL , , Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL , , Peak Hour 4:45 PM 5:45 PM ,

138 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Amelia Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 Trucks AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 8:00 AM 9:00 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 2:00 PM 3:00 PM

139 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Amelia Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 UTurns & RTOR AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 7:30 AM 8:30 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 4:45 PM 5:45 PM

140 Pedestrian&BicycleSummary Project#: Date: 12/6/2016 NB/SB: AmeliaAve EB/WB: US92Intn'lSpeedwayBlvd Eastbound Hour 7:00 8:00 11:00 12:00 14:00 15:00 16:00 17: Bike Ped Westbound Bike Ped Southbound Northbound Hour PedBike PedBike AmeliaAve 7: :00 8: US92Intn'lSpeedwayBlvd :00 11: :00 12: :00 14: :00 US92Intn'lSpeedwayBlvd 15: :00 16: :00 17: : AmeliaAve Southbound Northbound PedBike PedBike Hour Eastbound Bike Ped Westbound Bike Ped :00 8:00 11:00 12:00 14:00 15:00 16:00 17: Hour

141 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Lowes Driveway & US 92 Intn'l Speedway Blvd Date December 6, 2016 All Vehicles AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL , , Peak Hour 7:15 AM 8:15 AM , Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL , , Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL , , Peak Hour 4:45 PM 5:45 PM ,282 30

142 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Lowes Driveway & US 92 Intn'l Speedway Blvd Date December 6, 2016 Trucks AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 7:15 AM 8:15 AM % 4% 2% 3% 0% 4% 0% Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:30 AM 12:30 PM % 1% 1% 5% 25% 5% 5% PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 4:45 PM 5:45 PM

143 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Lowes Driveway & US 92 Intn'l Speedway Blvd Date December 6, 2016 UTurns & RTOR AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 8:00 AM 9:00 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:00 AM 12:00 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 2:15 PM 3:15 PM

144 Pedestrian&BicycleSummary Project#: Date: 12/6/2016 NB/SB: LowesDriveway EB/WB: US92Intn'lSpeedwayBlvd Eastbound Hour 7:00 8:00 11:00 12:00 14:00 15:00 16:00 17: Bike Ped Westbound Bike Ped Southbound Northbound Hour PedBike PedBike LowesDriveway 7: :00 8: US92Intn'lSpeedwayBlvd :00 11: :00 12: :00 14: :00 US92Intn'lSpeedwayBlvd 15: :00 16: :00 17: : LowesDriveway Southbound Northbound PedBike PedBike Hour Eastbound Bike Ped Westbound Bike Ped Hour 7:00 8:00 11:00 12:00 14:00 15:00 16:00 17:

145 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Garfield Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 All Vehicles AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL , , Peak Hour 7:15 AM 8:15 AM , Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL , , Peak Hour 11:30 AM 12:30 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL , , Peak Hour 4:45 PM 5:45 PM ,201 66

146 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Garfield Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 Trucks AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 8:00 AM 9:00 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:15 AM 12:15 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 2:00 PM 3:00 PM

147 Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Volusia City DeLand Intersection Garfield Ave & US 92Intn'l Speedway Blvd Date December 6, 2016 UTurns & RTOR AM Peak Hour VHB Project #: Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 7:00 AM 7:15 AM :15 AM 7:30 AM :30 AM 7:45 AM :45 AM 8:00 AM :00 AM 8:15 AM :15 AM 8:30 AM :30 AM 8:45 AM :45 AM 9:00 AM TOTAL Peak Hour 7:00 AM 8:00 AM Midday Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 11:00 AM 11:15 AM :15 AM 11:30 AM :30 AM 11:45 AM :45 AM 12:00 PM :00 PM 12:15 PM :15 PM 12:30 PM :30 PM 12:45 PM :45 PM 1:00 PM TOTAL Peak Hour 11:15 AM 12:15 PM PM Peak Hour Time Period Northbound Southbound Eastbound Westbound Left Through Right Left Through Right Left Through Right Left Through Right 2:00 PM 2:15 PM :15 PM 2:30 PM :30 PM 2:45 PM :45 PM 3:00 PM :00 PM 3:15 PM :15 PM 3:30 PM :30 PM 3:45 PM :45 PM 4:00 PM :00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM TOTAL Peak Hour 2:45 PM 3:45 PM

148 Pedestrian&BicycleSummary Project#: Date: 12/6/2016 NB/SB: GarfieldAve EB/WB: US92Intn'lSpeedwayBlvd Eastbound Hour 7:00 8:00 11:00 12:00 14:00 15:00 16:00 17: Bike Ped Westbound Bike Ped Southbound Northbound Hour PedBike PedBike GarfieldAve 1 7: :00 2 8: US92Intn'lSpeedwayBlvd : : : : : : :00 US92Intn'lSpeedwayBlvd Southbound Northbound PedBike PedBike Hour 6 15: : : : : : GarfieldAve Eastbound Bike Ped Westbound Bike Ped :00 8:00 11:00 12:00 14:00 15:00 16:00 17: Hour

149 TRAFFIC COUNT DATA VHB PROJECT NO: LOCATION CODE: 1 COUNT LOCATION: US 92 WB Approach of US 17 intersection (between US 17 and Alabama) EQUIPMENT ID: P250 TYPE OF COUNT: 72 Hour Classification Count TIME OF COUNT: Start Date: 12/6/2016 Start Time: Midnight End Date: 12/9/2016 End Time: Midnight VOLUMES: Peak Hour Start Time: 4:45 PM Average Daily: 12,144 Average Peak Hour: 1,118 Daily Truck Avg: 1,472 Max Hour Truck Avg: 142 Peak Hour Truck Avg: 137 TRAVEL CHARACTERISTICS: K MEASURED D MEASURED K= 9.2% D= 100.0% T Max Hour 12.7% T daily 12.1% T med (max) 6.9% T med Daily 7.5% T heavy (max) 5.8% T heavy Daily 4.6% T Peak Hour 12.2% T med Peak Hour 6.5% T heavy Peak Hour 5.8%

150 HOURLY DISTRIBUTIONS OF TRAFFIC VOLUMES HOUR ENDING AT HOURLY VOLUME DIRECTION (NB OR EB) VHB PROJECT NO: LOCATION CODE: 1 COUNT LOCATION: US 92 WB Approach of US 17 intersection (between US 17 and Alabama) EQUIPMENT ID: P250 HOURLY VOLUME DIRECTION (SB OR WB) TOTAL VOLUME BOTH DIRECTIONS DISTRIBUTION PERCENT DIRECTION (NB OR EB) DISTRIBUTION PERCENT DIRECTION (SB OR WB) TOTAL PERCENT BOTH DIRECTIONS 1:00 AM #DIV/0! 0.65% 0.65% 2:00 AM #DIV/0! 0.39% 0.39% 3:00 AM #DIV/0! 0.40% 0.40% 4:00 AM #DIV/0! 0.37% 0.37% 5:00 AM #DIV/0! 0.51% 0.51% 6:00 AM #DIV/0! 1.19% 1.19% 7:00 AM #DIV/0! 2.93% 2.93% 8:00 AM #DIV/0! 5.28% 5.28% 9:00 AM #DIV/0! 5.42% 5.42% 10:00 AM #DIV/0! 5.13% 5.13% 11:00 AM #DIV/0! 5.36% 5.36% 12:00 PM #DIV/0! 6.49% 6.49% 1:00 PM #DIV/0! 6.87% 6.87% 2:00 PM #DIV/0! 6.55% 6.55% 3:00 PM #DIV/0! 6.91% 6.91% 4:00 PM #DIV/0! 7.48% 7.48% 5:00 PM #DIV/0! 7.99% 7.99% 6:00 PM 0 1,114 1,114 #DIV/0! 9.18% 9.18% 7:00 PM #DIV/0! 6.96% 6.96% 8:00 PM #DIV/0! 4.71% 4.71% 9:00 PM #DIV/0! 3.58% 3.58% 10:00 PM #DIV/0! 2.85% 2.85% 11:00 PM #DIV/0! 1.58% 1.58% 12:00 AM #DIV/0! 1.22% 1.22% TOTALS 0 12,144 12,144 #DIV/0! 100.0% 100.0% 1,200 Vehicles Per Hour 1, :00 AM 3:00 AM 5:00 AM 7:00 AM 9:00 AM 11:00 AM 1:00 PM 3:00 PM 5:00 PM 7:00 PM 9:00 PM 11:00 PM Ending Hour of Day Total Volume SB/WB NB/EB

151 ANNUAL VEHICLE CLASSIFICATION REPORT VHB PROJECT NO: LOCATION CODE: 1 COUNT LOCATION: US 92 WB Approach of US 17 intersection (between US 17 and Alabama) EQUIPMENT ID: P250 Vehicle Vehicle Average Daily Statistics Classification Type Volume Percentage Class 1 Motorcycles % Class 2 Cars 12, % Class 3 PickUps & Vans 2, % Class 4 Buses % Class 5 2 Axle, Single Unit Trucks 1, % Class 6 3 Axle, Single Unit Trucks % Class 7 4 Axle, Single Unit Trucks % Class 8 2 Axle Trctr with 1 or 2 Axle Trlr, 3 Axle Trctr with 1 Axle % Class 9 3 Axle Tractor with 2 Axle Trailer % Class 10 3 Axle Tractor with 3 Axle Trailer % Class 11 5 Axle Multi Trailer % Class 12 6 Axle Multi Trailer % Class 13 7 or more Axles % Class 14 Not Used % Class 15 Other % TOTALS 18, %

152 US92/InternationalSpeedwayBoulevardatUS17/WoodlandBoulevard Exhibit1:LookingwesttowardstheintersectiononWBUS92 Exhibit2:LookingeastawayfromtheintersectiononWBUS92

153 US92/InternationalSpeedwayBoulevardatUS17/WoodlandBoulevard Exhibit3:LookingeasttowardstheintersectiononEBUS92 Exhibit4:LookingwestawayfromtheintersectiononEBUS92

154 US92/InternationalSpeedwayBoulevardatUS17/WoodlandBoulevard Exhibit5:LookingnorthtowardstheintersectiononNBUS17/WoodlandBoulevard Exhibit6:LookingsouthawayfromtheintersectiononNBUS17/WoodlandBoulevard

155 US92/InternationalSpeedwayBoulevardatUS17/WoodlandBoulevard Exhibit7:LookingsouthtowardstheintersectiononSBUS17/WoodlandBoulevard Exhibit8:LookingnorthtowardstheintersectiononSBUS17/WoodlandBoulevard