Corridor Analysis Final - River to Sea TPO


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FinalReport

CorridorAnalysisforUS92/International SpeedwayBlvd FromUS17/WoodlandBlvdtoGarfieldAve Preparedfor:

April2017

 RivertoSeaTransportationPlanningOrganization (R2CTPO) 2570W.InternationalSpeedwayBlvd.,Suite100 DaytonaBeach,FL32114Ͳ8145

Preparedby: VHB,Inc. 250E.RobinsonStreet, Orlando,FL–32803 ProfessionalEngineer:



 



KathrynL.Lee P.E.#62420 April10,2017

Corridor Analysis For US 92/International Speedway Blvd From US 17/Woodland Blvd To Garfield Ave

Task 2016-1-2 Work Order #2

VOLUSIA COUNTY

Prepared for:

Prepared by:

Vanasse Hangen Brustlin, Inc. Orlando, FL

April 2017 VHB, Inc.

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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.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

Belowarebriefsummariesofthealternativesandimprovementsdevelopedinthisstudy: 1:Alternative1: x

Extend the existing westbound right turn lane along US 92/International Speedway BoulevardatAlabamaAvenueeasttoAmeliaAvenuetoprovideacontinuousrightturn lanefromUS17/WoodlandAvenuetoGarfieldAvenue.

x

Provideanexclusiveeastboundrightturnlaneandextendtheexistingwestboundleft turnlaneatUS92/InternationalSpeedwayBoulevardandGarfieldAvenueintersection.

Thisalternativeisbasedontheinputprovidedintheapplicationforafeasibilitystudycompleted by the County. Based on the existing right of way, thereare no physical constraints found to preventtheextensionofthewestboundrightturnlanefromAlabamaAvenuetoAmeliaAvenue. Thismodificationcanbeimplementedatanapproximatecostof$130,905.97andyieldsaB/C ratioof11.71,whichindicatesthattheanticipatedbenefitsoutweightheestimatedcostsfor theproposedmodifications. 2:Alternative2(RecommendedAlternative): x

Provideanexclusivenorthboundrightturnlaneandextendtheexistingeastboundleft turn lane (by approximately 100 feet) at the intersection of US 92/International SpeedwayBoulevardandAmeliaAvenue.

x

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$67,135.68.Thissafetyimprovement VHB, Inc.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

willencouragepedestrianswhowanttoaccessthebusinesseslocatedonthesouthsideofUS92 towalkonthesidewalkratherthantheshoulderoftheroad,thusimprovingpedestriansafety andreducingvehicleͲpedestrianconflicts.

4:Install2’4’’skipguidelinesthroughtheintersectionatUS17/WoodlandAvenuetoguide eastbound left turning vehicles into the inside northbound through lane. This will reduce conflictbetweentheeastboundleftturningvehiclesandwestboundrightturningvehicles,which frequentlytreatthisyieldmovementasafreeͲflowmovement,andaremergedimmediatelyinto theoutsidenorthboundthroughlanewithoutthebenefitofaseparatemergelane.

VHB, Inc.

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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 ............................................................................................................................................. 12 Crash Data ............................................................................................................................................................. 14

CrashSummarybyYearandConditions.............................................................................................14 CrashSummaryforIntersectionsandSegments................................................................................14 CrashSummarybyCrashType............................................................................................................16 QUALITATIVE ASSESSMENT............................................................................................................................... 22 FEASIBILITY ANALYSIS ........................................................................................................................................ 26 Background............................................................................................................................................................ 26 Methodology ......................................................................................................................................................... 26 Assessment of Proposed Site ............................................................................................................................... 27 Operational Analysis ............................................................................................................................................ 28

Alternative1............................................................................................................................... .........28 Alternative2(RecommendedAlternative).........................................................................................28 Benefit/Cost Analysis .......................................................................................................................................... 30 RECOMMENDATIONS .......................................................................................................................................... 33 APPENDICES............................................................................................................................................................ 7

ListofTables Table1:8HourTurningMovementPercentages(AllVehicles)...................................................13 Table2:CrashSummarybySeverityandConditions(Jan2013ͲDec2015).................................14 Table3:CrashSummarybyIntersectionsandsegments(Jan2013ͲDec2015)...........................15 Table4:CrashSummarybyCrashTypes(Jan2013ͲDec2015)....................................................16 Table5:BeforeandAfterOperationalAnalysisResults(Alternative1).......................................28 Table6:BeforeandAfterOperationalAnalysisResults(Alternative2).......................................29 Table7:UnitValueofMOEs.........................................................................................................30 Table8:Benefit/CostAnalysisResults(Alternative1).................................................................31 Table9:Benefit/CostAnalysisResults(Alternative2).................................................................32

VHB, Inc.

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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........................................................................................ϰϭ

VHB, Inc.

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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) A credit union is under review near the Walmart Super Centre on the north leg of the US 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. The information/comments provided by the County and FDOT, along with the responses, are providedinAppendixB.

VHB, Inc.

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Figure 1 Site Location Map

Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

EXISTINGCONDITIONS FieldInventory The study corridor along US 92/International Speedway Boulevard between US 17/Woodland BoulevardandGarfieldAvenueislocatedintheCityofDeLand,VolusiaCounty,Florida. The Existing Condition Diagrams, Figures 2 through 6, depict the existing conditions including the 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 eastͲwest and US 17/WoodlandBoulevardrunningnorthͲsouth.Theintersectionisundersignalcontrol. US 92/International Speedway Boulevard and US 17/Woodland Boulevard are 4Ͳlane 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:432441Ͳ1) byFDOT.Inaddition,theexistingeastboundrightturnlaneattheUS92/InternationalSpeedway BoulevardandAlabamaAvenueintersectionwasconvertedtoasharedthrough/rightturnlane as part of the same resurfacing project.  The posted speed limit on both US 92/International SpeedwayBoulevardandUS17/WoodlandBoulevardis45mph. Thetrafficsignalisamastarmdesignwithpaintedmastarmslocatedinallfourquadrantsofthe intersection.Thesignalphasingprovidesprotectedleftturnmovementsonallfourapproaches. Therearesignalizedpedestriancrosswalksacrossalllegsoftheintersection.Sidewalksrunalong VHB, Inc.

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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 sharedͲuse 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 DeLandtoIͲ95andtheCityofDaytonaBeach.US17/WoodlandBoulevardisamajorarterial connectingtheCityofDeLandtoIͲ4andtheCityofDeltona. US 92/International Speedway Boulevard and Amelia Avenue: The intersection of US 92/InternationalSpeedwayBoulevardandAmeliaAvenueisa“plus”shapedintersectionwithUS 92/International Speedway Boulevard running eastͲwest and Amelia Avenue running northͲ south.Theintersectionisundersignalcontrol. US92/InternationalSpeedwayBoulevardisa4ͲlanedividedroadwayandAmeliaAvenueisa2– 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.ThesignalphasingprovidesprotectedleftturnsfromUS 92/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 sharedͲuse trail runs along the north side of US VHB, Inc.

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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 of DeLand to IͲ95 and the City of Daytona Beach.  Amelia Avenue is largely developed and it 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 eastͲwest and GarfieldAvenuerunningnorthͲsouth.Theintersectionisundersignalcontrol. US92/InternationalSpeedwayBoulevardisa4ͲlanedividedroadwayandGarfieldAvenueisa2– 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.  Sidewalks run along the north side of US 92/International Speedway Boulevard westofintersection,theeastsideofGarfieldAvenuenorthofintersection,andbotheast&west sidesofGarfieldAvenuesouthoftheintersection.ThesidewalksalongGarfieldAvenuedonot VHB, Inc.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

extendtotheintersection.AsharedͲusetrailrunsalongthenorthsideofUS92/International SpeedwayBoulevardbetweenthesidewalkandtheroadway.Thereisnostreetlightingalong US92/InternationalSpeedwayBoulevardoralongGarfieldAvenue. ThelandusewithinthevicinityoftheintersectionconsistsofaLowe’sHomeImprovementin thenorthwestquadrant,aDQGrill&Chillrestaurantinthenortheastquadrant,aDunkinDonuts and Comfort Inn in the southwest quadrant and an AutoZone in the southeast quadrant.  US 92/InternationalSpeedwayBoulevardisamajorarterialconnectingtheCityofDeLandtoIͲ95 andtheCityofDaytonaBeach.GarfieldAvenueislargelydevelopedanditprovidesaccessto commercialand/orresidentialdevelopment.  

VHB, Inc.



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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

TrafficVolumeData 72Ͳhour 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 72Ͳhour classification traffic counts were supplemented with 8Ͳhour 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,midͲdayandPMpeaktraffichourswerefoundtooccurfrom7:15AMto 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.DuringMidͲdayconditions,thetrafficseemstobeequallydistributedin bothdirections.The72Ͳhourwestboundapproachclassificationcount,8Ͳhourturningmovement 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 Speedway Boulevard at the US 17/Woodland Boulevard, Amelia Avenue and Garfield Avenue intersections:    VHB, Inc.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

Table1:8HourTurningMovementPercentages(AllVehicles) Intersection US92& WoodlandBlvd

US92&Amelia Ave

US92&Garfield Ave

Movement

Northbound

Southbound

Eastbound

Westbound

LeftͲturn/UͲturn

10.30%

33.30%

29.90%

24.60%

Through

59.70%

52.20%

62.90%

41.00%

RightͲturn

30.00%

14.50%

7.20%

34.40%

LeftͲturn/UͲturn

27.60%

29.10%

10.90%

7.10%

Through

35.20%

28.90%

84.90%

84.60%

RightͲturn

37.10%

41.90%

4.20%

8.20%

LeftͲturn/UͲturn

32.30%

51.10%

3.70%

6.90%

Through

31.40%

21.10%

90.20%

85.30%

RightͲturn

36.20%

27.80%

6.10%

7.80%

 Theexistingfieldcollectedturningmovementcountswerebalanced(basedonthepresenceof additionalaccesslocationsbetweenstudyintersections)andusedintheoperationalanalysis.

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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 were obtained from the Signal Four Analytics. Based on the crash data, a total of 89 crashes 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(Jan2013ͲDec2015) Year

Total Number ofCrashes

Injury Crashes

Fatal Crashes

Dark Conditions Crashes

Wet Conditions Crashes

2013

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ͳʹ

Ͳ

ͷ

͵

2014

͵ͷ

͹

Ͳ

ͷ

Ͳ

2015

ʹͷ

͸

Ͳ

ͷ

ͳ

2013Ͳ2015

89

25

0

15

4

Average

29.7

8.3

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28.09%

0.00%

16.85%

4.49%

 CrashSummaryforIntersectionsandSegments Adetailedreviewofthecrashdataforthecorridorwasperformed.AsshowninTable3,the intersectionatUS92andWoodlandBoulevard,at49crashes,hadthehighestnumberofcrashes, accountingfor55%ofthetotalcrasheswithinthestudycorridor.  VHB, Inc.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

 Table3:CrashSummarybyIntersectionsandsegments(Jan2013ͲDec2015) Intersection

Total

US92atWoodlandBlvd US92atAmeliaAve US92atGarfieldAve SubͲTotalIntersections

49 19 16 84

Segment

Total

US92b/wWoodlandBlvd&AmeliaAve US92b/wAmeliaAve&GarfieldAve SubͲTotalSegments TotalIntersections&Segments

3 2 5 89

Property Damage Night Only 0 11 38 11 0 7 12 1 0 7 9 3 0 25 59 15 Property Fatal Injury Damage Night Crashes Crashes Only 0 0 3 0 0 0 2 0 0 0 5 0 0 25 64 15 Fatal Injury Crashes Crashes

Wet 1 3 0 4 Wet 0 0 0 4

TwentyͲfive injury crashes and zero fatalities were recorded within the study area during the threeͲyearperiod.Onlytwoofthethreeanalyzedintersections,US17/WoodlandBoulevardand AmeliaAvenue,haveanyformofstreetlighting.LightingisnotpresentalongUS92/International SpeedwayBoulevardandUS17/WoodlandBoulevard. Thefollowingisasummaryofthetypesofcrashesattheintersectionsandalongthesegments: US 92 at Woodland Blvd: This intersection experienced 49 crashes over the latest three year 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.

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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(Jan2013ͲDec2015) CrashType Angle RearEnd HeadOn LeftTurn Sideswipe Pedestrian RightTurn Bicycle Other Total

2013

2014

2015

2013Ͳ2015

Peryear

Percent

3 16 0 3 4 0 1 0 2

1 27 0 2 5 0 0 0 0

2 14 0 5 2 0 2 0 0

6 57 0 10 11 0 3 0 2

2.0 19.0 0.0 3.3 3.7 0.0 1.0 0.0 0.7

6.7% 64.0% 0.0% 11.2% 12.4% 0.0% 3.4% 0.0% 2.2%

29

35

25

89

Ͳ

100.0%

 TheCrashDiagrams,figures7through11,areprovidedinthefollowingpages.  

VHB, Inc.



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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.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

5. Thereisa“blankͲout”signlocatedonthemastarmfacingtheeastboundapproach.The sign remains unͲlit until the westbound left turn movement, when it is activated to prohibittheeastboundrightturnmovement. 6. The westbound right turn movement is under yield sign control. It was observed that westboundrightturningvehiclesfrequentlytreatedthisyieldmovementasafreeͲflow movement.  The westbound right turning vehicles are immediately merged into the outsidenorthboundthroughlanewithoutthebenefitofaseparatemergelane.Some conflictsandnearmisseswereobservedwhenwestboundleftturningvehicles,whohave the rightͲofͲway, attempted to turn into the outside northbound through lane.  The westbound left turn lane does not have 2’Ͳ4’ 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 thesignalisnotimpededandwas not observedtopresentanyoperationalor safety concerns. 4. Therearecrosswalkswithpedestriansignalsacrossallthelegsoftheintersection,except ontheeastleg.Thecrosswalksaremarkedwithspecialemphasispavementmarkings, whichareappropriateforacrossingatasignalizedintersection.Thewalktimesprovided VHB, Inc.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

appeared adequate for pedestrians to cross at a normal pace and within the allotted 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 to back upapproximately 800 feet, thus blocking the left turning vehicles and causing 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.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

4. Therearecrosswalkswithpedestriansignalsacrossthenorthandwestlegsofthe US 92/InternationalSpeedwayBoulevardandGarfieldAvenueintersection.Thecrosswalks are marked with special emphasis pavement markings, which are appropriate for a crossing at a signalized intersection.  The walk times provided appeared adequate for pedestrianstocrossatanormalpaceandwithintheallottedtime. 5. Crosswalksarenotprovidedonthesouthandeastlegsoftheintersection.Thesidewalks alongtheeastandwestsideofGarfieldAvenue(southleg)areterminatedjustbeforethe intersection.  

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

FEASIBILITYANALYSIS Background An application was received from Volusia County to perform a feasibility study to extend the existingwestboundrightturnlanealongUS92/InternationalSpeedwayBoulevardatAlabama AvenueeasttoAmeliaAvenuetoprovideacontinuousrightturnlanebetweenUS17/Woodland BoulevardandGarfieldAvenue. Thisstudydevelopedtwoalternativestoaddressoveralltrafficandtheoperationalefficiencyof the corridor.  The alternatives are based upon field observations, traffic operational analysis, 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.

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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 multiͲpost 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, since this is not new road construction, Resurfacing, Restoration and Rehabilitation (RRR)criteriacouldprobablybeapplied,whichallowsfora6’Ͳ14’clearzone,dependingonthe actual speeds observed along the corridor.  The drainage along the corridor is open swale. Therefore,iftheroadiswidenedtothenorth,thedrainageswalewouldneedtobereͲworked. Sincethevolumeofwaterwillincreasewiththeincreasedimpervioussurfaceareaofthenew lane,theswalesshouldbeanalyzedtodetermineiftheycanaccommodatetheadditionalwater.  In order to construct a northbound right turn lane at Amelia Avenue,curb and gutter will be 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.

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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 reͲconstructed per current criteria, approximately100’ofextrastoragecouldbegainedwithminimalimpacttothegrade.

OperationalAnalysis The operational analysis was performed for the proposed and recommended alternatives for 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 conditions during the three peak periods.  The SimTraffic simulation results were provided in AppendixD. Table5:BeforeandAfterOperationalAnalysisResults(Alternative1) AMPeakHour Intersection

Before

MidͲDay

After

Before

PMPeakHour After

Before

After

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

US92& Woodland Blvd

35.6

D

36.0

D

38.3

D

36.3

D

41.0

D

40.8

D

US92& AmeliaAve

22.1

C

23.1

C

29.8

C

26.3

C

38.8

D

39.3

D

US92& GarfieldAve

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.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

Table6:BeforeandAfterOperationalAnalysisResults(Alternative2) AMPeakHour Intersection

Before

MidͲDay

After

Before

PMPeakHour After

Before

After

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

US92& Woodland Blvd

35.6

D

31.6

C

38.3

D

35.5

D

41.0

D

35.6

D

US92& AmeliaAve

22.1

C

16.2

C

29.8

C

28.7

C

38.8

D

31.4

C

US92& GarfieldAve

10.9

B

9.4

A

12.9

B

9.1

A

19.0

B

17.5

B

Note:Theresultsarebasedonaverageof10randomseedSimTrafficSimulationruns  

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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 TotalDelay(VehicleͲHours) o Stops o 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

Stops($)

0.014

Delay($)

17.67

Fuel($/gal.)

3.27

DaysperYear

300

Source Transyt7F 2014 UrbanMobilityReportpublishedby TexasA&MTransportationInstitute(TTI) 2014 UrbanMobilityReportpublishedby TTI AveragedayswithobservableAM&PM peakingcharacteristics

 TheestimatedcostfortheAlternative1modificationsis$130,905.97(presentdayvalue)andit has a corresponding annualized cost amounting to $9,632.29.  The service life for the modificationisassumed20yearsandtheinterestrateusedinthecalculationofannualizedcosts isassumed4%,whichisavaluefrequentlyusedbytheFloridaDepartmentofTransportation (FDOT)intheirbenefitcostcomputations.TheCostEstimateforAlternative1canbefoundin AppendixF.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

Table8summarizesthebenefitcostanalysisforAlternative1.TheanalysisyieldsaB/Cratioof 11.71.ThecalculatedB/Cratioindicatesthattheanticipatedbenefitsoutweightheestimated costsfortheproposedmodification,withbenefitsderivedthroughreducedcostsassociatedwith lowerdelay,stopsandfuelconsumption.

Table8:Benefit/CostAnalysisResults(Alternative1) BenefitPeriod Existing Proposed Existing MidͲDay Proposed Existing PMPeakHour Proposed Existing EstimatedDaily(AM+ Mid+PM) Proposed EstimatedDailySavings EstimatedUnitCost DailyUserBenefitbyMOE DailyUserBenefitTotal AnnualUserBenefit TotalAnnualCost BenefitCostRatio AMPeakHour

MeasuresofEffectiveness TotalDelay FuelConsumption TotalStops (vehͲhrs) (gal) 58.2 111.4 4,347 4,344 58.1 110.0 5,324 72.6 122.4 4,919 65.4 119.0 7,362 113.3 159.2 7,294 111.5 157.7 17,033 244.1 393.0 16,557 235.0 386.7 9.1 6.3 476 $0.014 $17.670 $3.270 $6.66 $160.80 $20.601 $376.12 $112,837.20 $9,632.29 11.71

Notes: 1) Theservicelifeoftheimprovementswaskeptat20years 2) Interestrateof4%wasusedtodeterminetheannualcostofimprovements 3) Annualuserbenefitwascalculatedfor300dayswith2hourseachofAM,MidͲdayandPMpeakperiods

 TheestimatedcostfortheAlternative2improvementsis$174,220.86(presentdayvalue)andit has a corresponding annualized cost amounting to $12,819.48.  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.

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

Table9summarizesthebenefitcostanalysisforAlternative2.TheanalysisyieldsaB/Cratioof 29.81.ThecalculatedB/Cratioindicatesthattheanticipatedbenefitsoutweightheestimated costs for the proposed modifications, with benefits derived through reduced costs associated withlowerdelay,stopsandfuelconsumption.

Table9:Benefit/CostAnalysisResults(Alternative2) BenefitPeriod Existing Proposed Existing MidͲDay Proposed Existing PMPeakHour Proposed Existing EstimatedDaily(AM+ Mid+PM) Proposed EstimatedDailySavings EstimatedUnitCost DailyUserBenefitbyMOE DailyUserBenefitTotal AnnualUserBenefit TotalAnnualCost BenefitCostRatio AMPeakHour

MeasuresofEffectiveness TotalDelay FuelConsumption TotalStops (vehͲhrs) (gal) 58.2 111.4 4,347 3,851 48.7 107.3 5,324 72.6 122.4 4,942 65.7 119.3 7,362 113.3 159.2 6,482 95.8 153.1 17,033 244.1 393.0 15,275 210.2 379.7 33.9 13.3 1,758 $0.014 $16.790 $3.240 $24.61 $569.181 $43.092 $1273.77 $382,131.00 $12,819.48 29.81

Notes: 1) Theservicelifeoftheimprovementswaskeptat20years 2) Interestrateof4%wasusedtodeterminetheannualcostofimprovements 3) Annualuserbenefitwascalculatedfor300dayswith2hourseachofAM,MidͲdayandPMpeakperiods



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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: x

Extend the existing westbound right turn lane along US 92/International Speedway BoulevardatAlabamaAvenueeasttoAmeliaAvenuetoprovideacontinuousrightturn lanefromUS17/WoodlandAvenuetoGarfieldAvenue.

x

Provideanexclusiveeastboundrightturnlaneandextendtheexistingwestboundleft turnlaneatUS92/InternationalSpeedwayBoulevardandGarfieldAvenueintersection.

Thisalternativeisbasedontheinputprovidedintheapplicationforafeasibilitystudycompleted by the County. Based on the existing right of way, thereare no physical constraints found to preventtheextensionofthewestboundrightturnlanefromAlabamaAvenuetoAmeliaAvenue. Thismodificationcanbeimplementedatanapproximatecostof$164,901.20andyieldsaB/C ratioof9.30,whichindicatesthattheanticipatedbenefitsoutweightheestimatedcostsfor theproposedmodifications. 2:Alternative2(RecommendedAlternative): x

Provideanexclusivenorthboundrightturnlaneandextendtheexistingeastboundleft turn lane (by approximately 100 feet) at the intersection of US 92/International SpeedwayBoulevardandAmeliaAvenue.

x

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.

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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$67,135.68.Thissafetyimprovement willencouragepedestrianswhowanttoaccessthebusinesseslocatedonthesouthsideofUS92 towalkonthesidewalkratherthantheshoulderoftheroad,thusimprovingpedestriansafety andreducingvehicleͲpedestrianconflicts.  4:Install2’4’’skipguidelinesthroughtheintersectionatUS17/WoodlandAvenuetoguide eastbound left turning vehicles into the inside northbound through lane. This will reduce conflictbetweentheeastboundleftturningvehiclesandwestboundrightturningvehicles,which frequentlytreatthisyieldmovementasafreeͲflowmovement,andaremergedimmediatelyinto theoutsidenorthboundthroughlanewithoutthebenefitofaseparatemergelane.  TheAlternative1andAlternative2recommendedimprovementsareillustratedinFigures12and 13,respectively. 

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Corridor Analysis - US 92/International Speedway Blvd From US 17/Woodland Blvd to Garfield Ave R2CTPO

APPENDICES

VHB, Inc.

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         APPENDIXA:  US92/InternationalSpeedwayBoulevardandGarfieldAvenue–B/CAnalysisReport

                            VHB, Inc.

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FinalReport

IntersectionAnalysisfor US92/InternationalSpeedwayBlvd. atGarfieldAve. Preparedfor:

April2017

 RivertoSeaTransportationPlanningOrganization (R2CTPO) 2570W.InternationalSpeedwayBlvd.,Suite100 DaytonaBeach,FL32114Ͳ8145

Preparedby: VHB,Inc. 225E.RobinsonStreet, Orlando,FL–32801 ProfessionalEngineer:



 

VHB, Inc.



KathrynL.Lee P.E.#62420  April07,2017

0

Intersection Analysis For US 92/International Speedway Blvd. at Garfield Ave.

Task 2016-1-1 Work Order #1

VOLUSIA COUNTY

Prepared for:

Prepared by:

Vanasse Hangen Brustlin, Inc. Orlando, FL

April 2017 VHB, Inc.

1

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$13,871.97. 2: Construct a right turn lane along eastbound US 92/International Speedway Boulevard at Garfield Avenue.  The right of way is sufficient to install a separate right turn lane on the VHB, Inc.

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eastboundapproach;however,theexistingdrainageswalewouldneedtobereworkedandthe crossdrainwouldneedtobeextendedalongthesouthwestquadrantoftheintersection.The existingpedestriansignal,pullboxandpedestrianlanding,equippedwithahandrail,wouldneed toberelocated.Aseparaterightturnlanewillhaveabeneficialeffecttotheoperationofthe eastboundmovementaswellastotheintersectionasawhole.Theabovemodificationcanbe implementedatanapproximatecostof$72,244.04. 3: 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 rightͲofͲway.  As the improvementsareconceptual,surveywasnotprovided,andtherightofwaylinesshownonthe ImprovementDiagramarebasedonlotandparcellinespulledfromtheVolusiaCountyProperty Appraiserswebpage.Itisnotanticipatedthattheexistingtrafficsignalpoleswillneedtobe relocated;however,thereareoverheadutilitiesalongtheeastsideofGarfieldAvenuethatwould requirerelocation.ThenorthboundrightturnlanewillreducedelayandqueueingonGarfield Avenue.Theabovemodificationcanbeimplementedatanapproximatecostof$49,357.65(not includinganyadditionalrightͲofͲwayorutilityrelocationthatmightberequired).  Modifications1Ͳ3canbeimplementedatanapproximatecostof$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 $15,672.76.

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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(Jan2013ͲDec2015).............................................................................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:LookingwesttowardstheintersectiononWBUS92....................................................7 Exhibit2:LookingeastawayfromtheintersectiononWBUS92.................................................7 Exhibit3:LookingeasttowardstheintersectiononEBUS92.......................................................8 Exhibit4:LookingwestawayfromtheintersectiononEBUS92..................................................8 VHB, Inc.

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Exhibit5:LookingnorthtowardstheintersectiononNBGarfieldAvenue...................................9 Exhibit6:LookingsouthawayfromtheintersectiononNBGarfieldAvenue...............................9 Exhibit7:LookingsouthtowardstheintersectiononSBGarfieldAvenue..................................10 Exhibit8:LookingnorthtowardstheintersectiononSBGarfieldAvenue..................................10 Exhibit9:TrackingonshoulderͲLookingeasttowardstheintersectiononEBUS92................11                                

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INTRODUCTION  VHB, Inc. was retained to perform an Intersection Analysis for US 92/International Speedway 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.

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Grand Ave.

\\vhb\proj\Orlando\62393.01 US 92 at Garfield R2CTPO\graphics\FIGURES\AI

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Glenwood Rd.

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N. Woodland Blvd.

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17

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Garfield Ave.

17 W. Plymouth Ave.

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44

92

Figure 1 Site Location Map

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 eastͲwest and GarfieldAvenuerunningnorthͲsouth.Theintersectionisundersignalcontrol. US92/InternationalSpeedwayBoulevardisa4ͲlanedividedroadwayandGarfieldAvenueisa2 – 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.  Sidewalks run along the north side of US 92/International Speedway Boulevard (westofintersection)andtheeastsideofGarfieldAvenue(northofintersection),andbotheast &westsidesofGarfieldAvenue(southoftheintersection).ThesidewalksalongGarfieldAvenue do not extend to the intersection. A sharedͲuse trail runs along the north side of US 92/InternationalSpeedwayBoulevardbetweenthesidewalkandtheroadway.Thereisnostreet lightingalongUS92/InternationalSpeedwayBoulevardoralongGarfieldAvenue. VHB, Inc.

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ThelandusewithinthevicinityoftheintersectionconsistsofaLowe’sHomeImprovementin thenorthwestquadrant,aDQGrill&Chillrestaurantinthenortheastquadrant,aDunkinDonuts and Comfort inn in the southwest quadrant and an AutoZone in the southeast quadrant.  US 92/InternationalSpeedwayBoulevardisamajorarterialconnectingtheCityofDeLandtoIͲ95 and the City of Daytona Beach.  Garfield Avenue is largely developed; it provides access to commercialandorresidentialdevelopment.  

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Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO

US92/InternationalSpeedwayBoulevardatGarfieldAvenue



Exhibit1:LookingwesttowardstheintersectiononWBUS92 



Exhibit2:LookingeastawayfromtheintersectiononWBUS92 VHB, Inc.

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Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO

US92/InternationalSpeedwayBoulevardatGarfieldAvenue



Exhibit3:LookingeasttowardstheintersectiononEBUS92 



Exhibit4:LookingwestawayfromtheintersectiononEBUS92 VHB, Inc.



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Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO

US92/InternationalSpeedwayBoulevardatGarfieldAvenue



Exhibit5:LookingnorthtowardstheintersectiononNBGarfieldAvenue 



Exhibit6:LookingsouthawayfromtheintersectiononNBGarfieldAvenue VHB, Inc.

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Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO

US92/InternationalSpeedwayBoulevardatGarfieldAvenue



Exhibit7:LookingsouthtowardstheintersectiononSBGarfieldAvenue



Exhibit8:LookingnorthtowardstheintersectiononSBGarfieldAvenue

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Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO

US92/InternationalSpeedwayBoulevardatGarfieldAvenue



Exhibit9:TrackingonshoulderͲLookingeasttowardstheintersectiononEBUS92   

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Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO

TrafficVolumeData The8ͲhourintersectionturningmovementcountswerecollectedonDecember6,2016between 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,midͲdayandPMpeaktraffichourswerefoundtooccurfrom7:15AMto8:15AM,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.DuringMidͲdayconditions,thetrafficseemstobeequallydistributedin both the directions. The 8Ͳhour 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

LeftͲturn/UͲturn

32.3%

51.1%

3.7%

6.9%

Through

31.4%

21.1%

90.2%

85.3%

RightͲturn

36.2%

27.8%

6.1%

7.8%

Theexistingfieldcollectedturningmovementcountswerebalanced(basedonthepresenceof additionalaccesslocationsbetweenstudyintersections)andusedintheoperationalanalysis.    

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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 reportedwithintheinfluenceareaoftheintersectionduringthelatest36Ͳmonthperiodcovering January1,2013toDecember31,2015.Thecrashesconsistedof11rearendcrashes,1leftturn crash,2sideswipecrashesand2anglecrashes.Thecrashescaused7injuries,andtotalproperty damageamountedtoapproximately$115,700.00.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.  

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Intersection Analysis US 92/International Speedway Blvd. at Garfield Ave. R2CTPO

Table2:CrashSummary(Jan2013ͲDec2015)   #

CrashID

C1

11682558 73480069 73480340 73480521 73480608 73480886 73481401 73481835 73481845 73481904 73483865 73484840 85807797 85807937 86161021 86161083

C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16

 

Date

Time

Crash Type

1/19/2013 8:10PM RearEnd 7/19/2013 4:05PM Angle 11/9/2013 4:45PM RearEnd 3/1/2014 12:23PM RearEnd 2/18/2014 6:20AM RearEnd 12/23/2014 1:10PM RearEnd 12/3/2013 4:25PM RearEnd 11/20/2013 7:17PM Sideswipe 11/15/2013 7:40AM RearEnd 1/21/2014 4:00PM RearEnd 1/31/2014 2:25PM RearEnd 9/15/2014 11:32AM RearEnd 7/31/2015 7:24PM Sideswipe 4/1/2015 2:58PM LeftTurn 10/23/2015 7:18PM RearEnd 10/30/2015 5:54PM Angle

Fatalities Injuries 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 1 0 0 0 2 3 0 0 0 0 1 4 0 3

Property Damage $4,000 $8,000 $4,100 $4,000 $8,000 $6,000 $46,100 $2,000 $0 $1 $0 $2,000 $4,000 $20,000 $1,500 $6,000

Day/Night

Wet/Dry

DarkͲLighted Dry Daylight Dry Dusk Dry Daylight Dry Unknown Unknown Daylight Dry Daylight Dry DarkͲLighted Dry Daylight Dry Unknown Unknown Unknown Unknown Daylight Dry Daylight Dry Daylight Dry DarkͲLighted Dry Daylight Dry

CrashSummarybyCrashTypes(Jan2013ͲDec2015) CrashType

2013

2014

2015

2013Ͳ2015

Percent

Angle RearEnd HeadOn LeftTurn Sideswipe Pedestrian RightTurn Bicycle Other

1 4 0 0 1 0 0 0 0

0 6 0 0 0 0 0 0 0

1 1 0 1 1 0 0 0 0

2 11 0 1 2 0 0 0 0

12.5% 68.7% 0.0% 6.3% 12.5% 0.0% 0.0% 0.0% 0.0%

Total

6

6

4

16

100.0%

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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.

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4. There are crosswalks with pedestrian signals across the north and west legs of the US 92/InternationalSpeedwayBoulevardandGarfieldAvenueintersection.Thecrosswalksare markedwithspecialemphasispavementmarkings,whichareappropriateforacrossingata signalizedintersection.Thewalktimesprovidedappearedadequateforpedestrianstocross atanormalpaceandwithintheallottedtime. 5.Crosswalksarenotprovidedonthesouthandeastlegsoftheintersection.Thesidewalks alongtheeastandwestsideofGarfieldAvenue(southleg)areterminatedjustbeforethe intersection. 

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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 turn lane is to enable traffic to move out of the way of through traffic and decelerate in the separateturnlane,thusreducingdelayforvehiclesturningrightontoGarfieldAvenue.Addinga new eastbound right turn lane will reduce the likelihood of rear end crashes associated with 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 the proposed site, a comparison of before and after operating conditions at the intersection utilizingtrafficoperationanalysissoftware,andpreparingaBenefit/Cost(B/C)analysisforany proposedimprovements.

AssessmentofProposedSite US 92/International Speedway Boulevard is a fourͲlane divided roadway with a wide grass median.  At its intersection with Garfield Avenue, US 92/International Speedway Boulevard widenstoincludeseparaterightandleftturnlanesonthewestboundapproachandaseparate leftturnlaneontheeastboundapproach.Thedrainagesystemconsistsofopenswalesalong

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thenorthandsouthsidesoftheroad,andacrossdrainwithmiteredendsectionsrunningunder thesouthlegofGarfieldAvenue. Toinstallaseparaterightturnlaneontheeastboundapproach,theswalealongthesouthwest quadrant would need to be reͲworked and the cross drain extended to not conflict with the additionallane.TheeastboundapproachcurrentlydrainsintotheswalealongUS17,andthe additionofcurbandgutterandassociatedflumeswouldnotchangethat;althoughthevolume ofwaterwillincreasewiththeincreasedimpervioussurfaceareaofthenewlane.Theswales shouldbeanalyzedtodetermineiftheycanaccommodatetheadditionalwater.Thesouthwest quadrantoftheintersectionalsocontainsapedestriansignal,pullboxandapedestrianlanding equippedwithahandrailthatwouldneedtoberelocatedtoaccommodatetheadditionallane. Inordertoconstructanorthboundrightturnlane,curbandgutterwillberequiredtomaintain theclearzonealongtheeastsideofGarfieldAvenue.Thenorthboundapproachcurrentlydrains northtowardstheintersectionandintotheswalesalongUS17,andtheadditionofcurband gutter would not change that; although the volume of water will increase with the increased impervioussurfaceareaofthenewlane.Theswalesshouldbeanalyzedtodetermineiftheycan accommodatetheadditionalwater.Surveywasnot providedfortheImprovementDiagrams; 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.

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northboundrightturnlaneandextensionofthewestboundleftturnlane.Theexistingoperating conditionsofUS92/InternationalSpeedwayBoulevardandGarfieldAvenueweredetermined usingSynchro9/SimTrafficsimulationsoftware.Thesignaltiminginformationwasobtainedfrom VolusiaCounty.Table2summarizestheintersectiondelayandlevelsofservice(LOS)forbefore andafterconditionsduringthethreepeakperiods.Asshowninthetable,theintersectionofUS 92/InternationalSpeedwayBoulevardandGarfieldAvenueisoverallexpectedtooperatebetter withtheproposedimprovements.TheSimTrafficsimulationresultswereprovidedinAppendix C. Table3:BeforeandAfterOperationalAnalysisResults AMPeakHour Intersection

Overall

Before

MidͲDay

After

Before

Delay (Sec.)

LOS

Delay (Sec.)

LOS

10.9

B

9.4

A

Delay (Sec.)

12.9 

PMPeakHour After

Before

After

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

Delay (Sec.)

LOS

B

9.1

A

19.0

B

17.5

B

Note:Theresultsarebasedonaverageof10randomseedSimTrafficSimulationruns

Benefit/CostAnalysis Abenefitcostanalysiswasperformedforthestudyintersectiontoestimatetheeffectivenessof thepotentialintersectionimprovementsusingSimTrafficsimulation.Thebenefitsaredefinedin termsofannualizedcostsavingsassociatedwithreductionsinthefollowingthreemeasuresof effectiveness(MOEs): o TotalDelay(VehicleͲHours) o Stops o FuelConsumption(Gallons) Thebenefitswerecalculatedfor300daysinayearaccountingforreducedbenefitsanticipated duetolowertrafficvolumesduringtheweekend.Thevalueofdelaytimeperhour($17.67)and fuelcost($3.27)wereobtainedfrom“TheMobilityDataforOrlando”publishedbyTexasA&M University.Stopswereestimatedtocost$0.014each.Table4summarizestheunitvalueofeach MOEinatabularformatalongwithitssource. 

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Table4:UnitValueofMOEs MOEValues

UnitValue

Stops($)

0.014

Delay($)

17.67

Fuel($/gal.)

3.27

DaysperYear

300

Source Transyt7F 2014 UrbanMobilityReportpublishedby TexasA&MTransportationInstitute(TTI) 2014 UrbanMobilityReportpublishedby TTI Averagedayswithobservablepeaking characteristics

 Theestimatedcostfortheproposedmodificationis$135,474(presentdayvalue)andithasa correspondingannualizedcostamountingto$9,968.39.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 estimated costs for the proposed modifications, with benefits derived through reduced costs associatedwithlowerdelay,stopsandfuelconsumption.      

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Table5:Benefit/CostAnalysisResults MeasuresofEffectiveness TotalDelay FuelConsumption TotalStops (vehͲhrs) (gal)

BenefitPeriod Existing Proposed Existing MidͲDay Proposed Existing PMPeakHour Proposed Existing EstimatedDaily(AM+ Mid+PM) Proposed EstimatedDailySavings EstimatedUnitCost DailyUserBenefitbyMOE DailyUserBenefitTotal AnnualUserBenefit TotalAnnualCost BenefitCostRatio AMPeakHour

678

7.2

13.8

673

6.1

13.3

748

7.5

12.7

657

5.3

12.3

1,236

15.1

18.7

1,195

13.7

18.2

2,662 2,525 137 $0.014 $1.92

29.8 25.1 4.7 $17.670 $83.049

45.2 43.8 1.4 $3.270 $4.578

$179.09 $53,727.00 $9,968.39 5.39

Notes: 1) Theservicelifeoftheimprovementswaskeptat20years 2) Interestrateof4%wasusedtodeterminetheannualcostofimprovements 3) Annualuserbenefitwascalculatedfor300dayswith2hourseachofAM,MidͲdayandPMpeakperiods



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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. The existing pedestrian signal, pull box and pedestrian landing, equipped with a 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. 

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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 $15,672.76.  

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APPENDICES 

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APPENDIXA:ResponsestoComments  

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US 92 at Garfield Report – Comments Comments from Amir Asgarinik(FDOT) 1. Shouldn’t we use Optional Base Group 9 instead of 13? Response: Base Group has been revised from 13 to 9. 2. 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. 5. 20% 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 430217Ǧ2Ǧ38Ǧ01, Federal Aid Number 7777Ǧ182ǦA 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 US-92 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.

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 4-section 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.

            APPENDIXB:TrafficData   



Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

Lowes Driveway

&

DeLand US 92 - Intn'l Speedway Blvd

December 6, 2016

All Vehicles

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:15 AM

-

8:15 AM

62430.02

VHB Project #:

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 1 0 0 1 1 0 1

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

6 6 6 5 11 16 13 18

7 11 11 5 14 14 10 25

252 356 246 262 263 218 142 190

0 0 0 0 0 0 0 0

1 1 2 1 1 2 5 0

138 184 248 180 176 175 179 154

1 4 3 4 5 7 6 4

0

0

4

0

0

81

97

1,929

0

13

1,434

34

0

0

2

0

0

28

41

1,127

0

5

788

16

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 3 0 1 0 1

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

38 23 25 26 27 25 23 19

24 15 26 24 14 25 15 16

140 184 203 216 217 190 207 201

1 0 0 0 0 0 0 0

0 0 0 3 1 0 0 0

177 204 200 188 239 206 165 208

13 4 4 6 7 5 6 10

0

0

5

0

0

206

159

1,558

1

4

1,587

55

0

0

4

0

0

103

89

826

0

4

833

22

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 4 2 2 1 1 0 0 2 2 0 1 3 2 0 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

27 20 22 29 25 21 30 32 11 23 17 32 32 22 14 17

23 20 30 15 13 20 20 18 11 17 20 25 9 13 10 10

172 193 195 172 208 203 199 191 213 230 229 213 295 236 238 243

0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0

1 1 0 2 1 0 0 3 0 2 1 1 1 1 0 0

191 175 212 221 236 214 264 259 246 236 273 267 348 333 334 235

4 3 5 2 10 7 9 11 2 7 6 8 6 8 8 3

0

0

24

0

0

374

274

3,430

1

14

4,044

99

0

0

6

0

0

100

57

982

0

3

1,282

30

Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Intersection Date

Volusia

City

Lowes Driveway

&

DeLand US 92 - Intn'l Speedway Blvd

December 6, 2016

Trucks VHB Project #:

62430.02

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:15 AM

-

8:15 AM

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 1 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 1 0 1 0 0

0 0 0 0 1 0 0 0

3 5 9 13 10 12 13 12

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

7 10 5 4 10 7 12 12

0 0 0 0 0 0 0 0

0

0

1

0

0

2

1

77

0

0

67

0

0

0

0

0

0

0

0%

1

1

37

4%

2%

3%

0

29

0

0%

4%

0%

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 1 0 0

0 0 0 0 1 0 0 0

10 5 10 14 10 9 9 7

0 0 0 0 0 0 0 0

0 0 0 1 0 0 0 0

8 12 18 6 13 8 8 11

1 0 0 1 0 0 0 0

0

0

0

0

0

1

1

74

0

1

84

2

0

0

0

0

0

1

1

43

0

1

45

1

1%

1%

5%

25%

5%

5%

Left

Eastbound Through

Right

Left

0%

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 0 1 0 0 0 0 1 0 0 1 0 0

9 8 9 4 8 11 13 7 4 12 10 3 3 4 8 4

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0

7 18 11 10 8 8 11 11 6 10 6 3 4 11 3 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

2

0

0

2

4

117

0

1

128

0

0

0

0

0

0

0

1

18

0

0

21

0

Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Intersection Date

Volusia

City

Lowes Driveway

&

DeLand US 92 - Intn'l Speedway Blvd

December 6, 2016

U-Turns & RTOR VHB Project #:

62430.02

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

8:00 AM

-

9:00 AM

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

1 0 1 0 1 1 1 3

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 1 0 1 1 2

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0

0

0

0

0

0

8

0

0

5

0

0

0

0

0

0

0

0

6

0

0

4

0

0

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:00 AM

-

12:00 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

4 1 2 4 1 1 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

1 0 0 0 1 0 1 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0

0

0

0

0

0

13

0

0

3

0

0

0

0

0

0

0

0

11

0

0

1

0

0

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

2:15 PM

-

3:15 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 4 4 2 5 1 0 0 2 3 3 1 2 2 1 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 1 0 2 3 1 2 0 0 0 0 1 1 2 2 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0

0

0

0

34

0

0

19

0

0

0

0

0

0

0

0

15

0

0

6

0

0

Pedestrian&BicycleSummary Project#: 62430.02

NB/SB: LowesDriveway

Date: 12/6/2016

EB/WB: US92ͲIntn'lSpeedwayBlvd Hour

Ź

Westbound

Ż

Southbound

Northbound

PedźBike

PedŸBike

7:00

0

0

0

0

8:00

0

0

0

0

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

0

0

0

0

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

0

0

0

0

LowesDriveway

Hour

Eastbound

7:00

US92ͲIntn'lSpeedwayBlvd

Southbound

Northbound

PedźBike

PedŸBike

Hour

0

1

0

0

1

7:00

0

0

1

0

2

8:00

1

0

0

0

0

1

0

0

3

11:00

3

0

3

0

0

0

0

0

4

12:00

14:00

0

1

0

0

2

1

0

0

5

14:00

15:00

1

0

0

0

0

0

1

0

6

15:00

16:00

2

0

1

0

0

0

0

0

7

16:00

17:00

0

2

1

0

1

1

0

0

8

17:00

7

3

5

0

3

4

2

0

US92ͲIntn'lSpeedwayBlvd

Eastbound

Ź

Westbound

Ż

Hour

LowesDriveway

11:00 12:00

Bike

0

0

0

0

0

0

0

0

0

Ped

1

0

0

0

0

0

0

0

1

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

0

0

0

0

7:00

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

Garfield Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

All Vehicles

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:15 AM

-

8:15 AM

62430.02

VHB Project #:

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

10 11 8 10 8 16 15 7

4 10 16 14 7 8 10 9

22 27 16 13 17 22 21 12

9 10 12 12 11 17 17 12

1 3 1 2 6 5 5 5

3 1 4 4 2 4 6 7

6 5 11 4 5 3 3 3

221 321 234 235 240 207 131 175

20 17 19 9 23 16 14 8

18 22 13 25 20 23 8 15

115 180 215 187 170 171 161 158

16 20 18 33 20 21 14 19

85

78

150

100

28

31

40

1,764

126

144

1,357

161

37

47

73

45

12

11

25

1,030

68

80

752

91

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

11 12 12 11 8 18 7 10

11 10 9 10 5 7 5 8

10 12 13 10 8 6 9 6

17 11 16 13 18 15 16 11

7 4 10 11 6 6 5 6

6 5 9 14 16 14 13 9

5 9 8 15 6 18 6 8

116 173 183 174 194 168 181 168

11 14 16 13 12 10 10 19

10 12 17 21 24 19 18 8

165 199 183 168 222 181 150 203

11 22 16 22 24 26 9 15

89

65

74

117

55

86

75

1,357

105

129

1,471

145

49

31

37

62

33

53

47

719

51

81

754

88

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

8 6 11 12 5 9 11 9 7 12 12 13 11 11 10 4

9 11 13 14 12 8 11 12 11 8 8 14 14 9 9 10

11 16 5 10 7 15 8 5 4 10 7 10 5 7 14 6

15 15 25 16 20 15 15 14 21 21 27 24 40 19 29 14

6 9 7 8 7 12 6 5 13 7 1 9 21 12 13 7

8 6 10 16 11 17 10 7 16 12 9 12 16 19 9 3

8 7 4 12 6 18 5 10 5 9 3 11 13 8 10 9

139 170 189 151 172 192 173 178 197 210 204 184 257 233 233 208

13 17 11 9 16 16 9 10 12 11 5 10 15 14 10 11

14 9 16 16 13 19 15 12 18 13 22 17 24 21 18 13

169 173 191 197 218 192 258 244 234 223 256 241 335 300 325 217

14 27 16 27 18 22 16 21 27 17 13 19 21 16 10 12

151

173

140

330

143

181

138

3,090

189

260

3,773

296

45

46

36

112

55

56

42

907

49

80

1,201

66

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

Garfield Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

Trucks VHB Project #:

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

8:00 AM

-

9:00 AM

Left

Northbound Through Right

Left

Southbound Through Right

62430.02

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 1 0 0 0 0

0 0 0 1 0 0 1 0

2 1 4 0 0 0 4 1

0 1 0 0 0 0 0 0

0 0 0 0 1 1 1 2

0 1 0 0 0 1 1 0

3 7 8 10 8 14 12 12

0 0 0 1 1 0 0 0

1 1 1 0 0 0 0 0

4 10 3 5 10 6 12 10

0 1 0 0 1 1 1 1

0

1

2

12

1

5

3

74

2

3

60

5

0

0

1

5

0

5

2

46

1

0

38

4

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:15 AM

-

12:15 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 1 0 0 0 0 0 0

0 0 0 0 0 0 1 0

0 0 0 0 0 0 1 0

1 0 2 1 1 1 1 3

0 0 0 0 0 0 0 0

0 0 1 0 3 0 0 0

0 0 0 1 1 1 0 1

8 7 10 13 8 9 6 7

0 0 0 0 0 0 1 0

1 0 1 0 0 0 0 1

8 12 16 8 12 8 8 13

1 1 1 1 1 1 0 0

1

1

1

10

0

4

4

68

1

3

85

6

1

0

0

4

0

4

2

38

0

1

48

4

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

2:00 PM

-

3:00 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0

0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0

0 0 0 2 1 0 1 0 1 0 0 0 0 0 0 0

1 2 1 0 1 1 2 0 0 0 1 0 0 0 2 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 1 1 1 0 2 0 1 1 2 1 0

1 0 0 0 1 0 0 0 0 2 0 0 0 1 0 0

8 10 11 5 6 11 10 11 5 9 8 5 3 3 8 5

1 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0

1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0

6 16 10 8 8 6 10 8 6 7 5 2 3 9 2 1

1 2 0 5 1 1 1 2 1 0 0 0 0 0 0 0

2

2

5

11

0

10

5

118

4

2

107

14

0

1

2

4

0

0

1

34

3

1

40

8

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

Garfield Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

U-Turns & RTOR VHB Project #:

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:00 AM

-

8:00 AM

Left

Northbound Through Right

Left

Southbound Through Right

62430.02

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

13 10 3 4 4 5 3 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

2 0 3 3 0 2 3 3

3 1 8 1 2 1 0 1

0 0 0 0 0 0 0 0

1 2 1 0 6 3 2 1

2 3 1 4 2 2 1 3

0 0 0 0 0 0 0 0

3 4 3 10 4 6 1 3

0

0

42

0

0

16

17

0

16

18

0

34

0

0

30

0

0

8

13

0

4

10

0

20

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:15 AM

-

12:15 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

1 5 3 1 2 1 4 3

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

5 5 6 11 10 6 7 7

3 2 1 1 0 1 0 0

0 0 0 0 0 0 0 0

0 3 2 4 4 2 0 3

3 1 13 9 8 5 4 3

0 0 0 0 0 0 0 0

1 7 3 7 5 8 1 3

0

0

20

0

0

57

8

0

18

46

0

35

0

0

11

0

0

32

4

0

13

31

0

22

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

2:45 PM

-

3:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

5 5 0 0 0 9 5 0 1 2 1 3 3 2 6 4

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 1 8 12 9 3 8 4 8 10 8 5 4 9 3 2

1 1 0 2 1 8 0 0 1 1 0 2 2 3 3 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 2 2 0 7 4 2 1 1 1 1 2 3 1 1 1

3 3 7 3 4 4 4 1 3 2 8 1 4 1 5 5

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 6 3 7 0 2 2 0 9 0 4 2 8 5 2 0

0

0

46

0

0

100

27

0

33

58

0

52

0

0

14

0

0

32

11

0

13

15

0

11

Pedestrian&BicycleSummary Project#: 62430.02

NB/SB: GarfieldAve

Date: 12/6/2016

EB/WB: US92ͲIntn'lSpeedwayBlvd Hour

Ź

Westbound

Ż

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Bike

0

0

0

0

0

0

0

0

0

Ped

1

0

1

0

0

0

3

1

6

Bike

1

1

0

0

0

0

0

0

2

Ped

0

0

0

0

1

0

0

0

1

Southbound

Northbound

Southbound

Northbound

PedźBike

PedŸBike

PedźBike

PedŸBike

1

0

0

1

2

8:00

0

0

0

0

3

11:00

1

0

0

0

4

12:00

0

0

0

5

14:00

0

0

0

6

15:00

1

0

0

0

7

16:00

0

0

0

0

8

17:00

0

1

1

0

3

1

1

1

22

6

Hour

0

0

0

0

1

1

0

0

0

2

8:00

0

0

0

0

3

11:00

0

0

0

0

0

4

12:00

0

1

0

0

0

5

14:00

0

0

2

0

6

15:00

3

0

0

0

7

16:00

0

0

1

0

8

17:00

5

0

3

0

US92ͲIntn'lSpeedwayBlvd

GarfieldAve

7:00

1

8:00

GarfieldAve

Hour

Eastbound

7:00

US92ͲIntn'lSpeedwayBlvd

Eastbound

Ź

Westbound

Ż

Bike

0

0

0

0

0

2

0

0

2

Ped

0

0

0

0

1

0

0

1

2

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

1

0

0

0

1

7:00

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Hour

7:00

            APPENDIXC:TrafficOperationAnalysis(SimTrafficResults)                               

COUNTY OF VOLUSIA TRAFFIC SIGNAL TIMING SHEET LOCATION:

US 92 & Garfield Avenue DeLand

SIGNAL #:

395

System #:

4

ISOLATED:

DATE: X

CO-ORD:

11/30/2015

Design By:

M Tobin

Controller Timing Chart PHASE

1

2

3

4

5

6

7

8

DIRECTION

EBL

WB

-

NB

WBL

EB

-

SB

TURN TYPE

PERM/PROT

-

-

-

PERM/PROT

-

-

-

MIN GREEN

7

17

7

7

17

7

EXTENSION

3

3

3

3

3

3

CLEARANCE

5

5

4

5

5

4

ALL RED

2.5

2

2.5

3

2

3.5

WALK

-

7

-

-

-

7

FDW

-

22

-

-

-

38

MAX 1

25

50

25

25

50

25

MAX 2

27

75

39

27

75

39

MAX 3

-

-

-

-

-

-

ADJUST

-

-

-

-

-

-

RECALL

-

MIN

-

-

MIN

-

DETECTOR

NON-LOCK

LOCK

NON-LOCK

NON-LOCK

LOCK

NON-LOCK

FLASH SET

-

-

-

-

-

-

CLEAR

-

-

-

-

-

-

BASE DAY TIME MON #1 PLAN TIME TUES#1 PLAN TIME WED #1 PLAN TIME THU #1 PLAN TIME FRI #1 PLAN TIME SAT #2 PLAN TIME SUN #3 PLAN

1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 08:00-18:00 C2O1S1 09:30-17:00 C1O1S1

CONTROLLER TYPE

Econolite ASC/3

2 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 18:00-00:00 Free 17:00-00:00 Free

3 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1

4

5

6

7

19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free

CONDITION OF OVERHEAD

Crosswalk Length

P2 75 Feet P4 P6 P8

Fair PROM NUMBER

OVERHEAD STREET NAMES

NO

130 Feet SIGNAL OWNER

PHASES:



ILLUMINATED STREET NAMES

YES

CABINET TYPE

V

PRE-EMPTION

YES

IP ADDRESS

CABINET DATE

03/2005

PRE-EMPTION TYPE

INFRARED

10.77.4.62

FDOT LED

REMARKS: Max 2 for Coordination Opticom not in Use

1

2

4

5

6

8

YES

VOLUSIA COUNTY TRAFFIC ENGINEERING SYSTEM INVENTORY 5/16/2016

DATE:

10.77.4.30 10.77.4.62 -

Switch IP.# Controller IP.# Camera IP #

M Tobin

DESIGNED BY:

US 92 & Garfield Avenue

LOCATION:

DeLand

CITY:

SIGNAL ID NO:

395

SYSTEM ID:

4 TP# 1 CO-ORDINATION PLAN C1/S1 C2/S1 C3/S1 C4/S1 C5/S1 C6/S1

CONTROLLER TIME CHART MVMNT

1 2 3 4 5 6 7 8

MIN

EXT

CLR

A.R.

WALK

FDW

MAX1

MAX2

MAX3

ADJST

REC

DET

FL

SET

CLR

7 17 7 7 17 7

3 3 3 3 3 3

5 5 4 5 5 4

2.5 2 2.5 3 2 3.5

7 7

22 38

25 50 25 25 50 25

27 75 39 27 75 39

-

-

MIN MIN -

NL L NL NL L NL

-

-

-

CYCLE OFF 1

120 26

135 123

135 4

10%

10%

10%

10%

10%

1 5

2 6

4 8

OFF 2 OFF 3 OFF 4 OFF 5 PERM

10%

10%

10%

PHASE SPLITS (seconds)

CY/SP

C1/S1 20 65 35 20 65 35

PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8

C2/S1 20 70 35 20 70 35

BASE DAY

1 TIME

MON #1 TUES#1 WED #1 THU #1 FRI #1 SAT #2 SUN #3

C3/S1 25 73 37 25 73 37

05:30-10:00

C4/S1 -

2 10:00-14:30

C5/S1 -

3 14:30-19:00

4 19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

C301S1

Free

PLAN

C1O1S1

C2O1S1

TIME

08:00-18:00

18:00-00:00

PLAN

C2O1S1

Free

TIME

09:30-17:00

17:00-00:00

PLAN

C1O1S1

Free

C6/S1 -

5

6

7

8

9

10

11

SimTraffic Simulation Summary Existing AM

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 7:20 8:30 70 60 2 1 3702 3697 130 135 0 0 2829 133.9 57.2 4277 109.5

10 7:20 8:30 70 60 2 1 3698 3720 138 116 1 0 2824 134.0 57.6 4158 108.8

2 7:20 8:30 70 60 2 1 3828 3842 142 128 1 2 2914 141.3 61.9 4541 114.4

3 7:20 8:30 70 60 2 1 3642 3655 138 125 1 0 2791 135.2 59.6 4327 109.1

7 7:20 8:30 70 60 2 1 3816 3843 145 118 1 1 2926 140.5 61.1 4536 113.8

8 7:20 8:30 70 60 2 1 3716 3762 173 127 0 2 2860 135.9 58.2 4368 111.2

9 7:20 8:30 70 60 2 1 3789 3806 146 129 1 0 2921 139.6 60.4 4349 113.9

Avg 7:20 8:30 70 60 2 1 3744 3759 134 124 0 0 2866 136.9 59.2 4347 111.4

4 7:20 8:30 70 60 2 1 3678 3670 124 132 0 1 2811 133.3 56.9 4183 108.9

5 7:20 8:30 70 60 2 1 3828 3827 136 137 0 2 2915 137.9 59.0 4359 112.7

6 7:20 8:30 70 60 2 1 3760 3764 126 122 1 2 2865 137.9 60.2 4373 111.4

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 3702 3697 130 135 0 0 2829 133.9 57.2 4277 109.5

10 3698 3720 138 116 1 0 2824 134.0 57.6 4158 108.8

2 3828 3842 142 128 1 2 2914 141.3 61.9 4541 114.4

3 3642 3655 138 125 1 0 2791 135.2 59.6 4327 109.1

7 3816 3843 145 118 1 1 2926 140.5 61.1 4536 113.8

8 3716 3762 173 127 0 2 2860 135.9 58.2 4368 111.2

9 3789 3806 146 129 1 0 2921 139.6 60.4 4349 113.9

Avg 3744 3759 134 124 0 0 2866 136.9 59.2 4347 111.4

4 3678 3670 124 132 0 1 2811 133.3 56.9 4183 108.9

5 3828 3827 136 137 0 2 2915 137.9 59.0 4359 112.7

6 3760 3764 126 122 1 2 2865 137.9 60.2 4373 111.4

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Existing AM

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 2.7 8.1 1.0 2.9 233 0.20 146.1 6.1 24 4.5 32.6 67 2074 231 1183 1184 1184 1186 100 0 0 310 6

WB 0.2 0.7 1.9 7.3 1.1 4.1 243 0.26 260.0 8.1 33 7.5 34.5 133 4195 483 933 934 934 932 100 0 0 741 8

NB 0.0 0.2 1.8 38.1 1.6 34.7 141 0.84 31.2 2.9 11 1.3 23.6 10 313 29 163 164 164 157 104 0 0 349 3

SB 0.1 2.7 0.8 42.3 0.8 40.7 61 0.87 11.0 1.3 9 0.5 21.7 13 218 28 68 68 68 68 100 0 0 1307 1

All 0.3 0.4 7.2 10.9 4.4 6.7 678 0.29 448.3 18.4 25 13.8 32.4 223 6800 772 2347 2350 2350 2343 100 0 0 575 18

SimTraffic Report Page 7

SimTraffic Simulation Summary Existing Mid

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 11:20 12:30 70 60 2 1 4418 4436 161 143 2 0 3056 159.4 73.1 5310 122.7

10 11:20 12:30 70 60 2 1 4490 4513 164 141 0 2 3095 164.9 77.4 5479 124.7

2 11:20 12:30 70 60 2 1 4383 4442 179 120 2 0 2994 157.2 72.3 5152 120.0

3 11:20 12:30 70 60 2 1 4405 4397 157 165 0 1 3032 158.1 72.5 5250 121.9

7 11:20 12:30 70 60 2 1 4513 4501 165 177 1 1 3094 165.6 77.8 5500 125.6

8 11:20 12:30 70 60 2 1 4297 4301 163 159 0 3 2920 155.5 72.5 5205 118.1

9 11:20 12:30 70 60 2 1 4482 4480 158 160 0 1 3093 165.6 78.1 5607 125.7

Avg 11:20 12:30 70 60 2 1 4425 4438 158 147 0 0 3039 160.0 74.0 5324 122.4

4 11:20 12:30 70 60 2 1 4347 4373 176 150 1 1 2986 155.2 70.7 5128 119.6

5 11:20 12:30 70 60 2 1 4380 4374 150 156 0 1 3018 156.5 71.3 5115 120.1

6 11:20 12:30 70 60 2 1 4552 4547 150 155 0 2 3107 162.3 74.2 5462 125.3

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 4418 4436 161 143 2 0 3056 159.4 73.1 5310 122.7

10 4490 4513 164 141 0 2 3095 164.9 77.4 5479 124.7

2 4383 4442 179 120 2 0 2994 157.2 72.3 5152 120.0

3 4405 4397 157 165 0 1 3032 158.1 72.5 5250 121.9

7 4513 4501 165 177 1 1 3094 165.6 77.8 5500 125.6

8 4297 4301 163 159 0 3 2920 155.5 72.5 5205 118.1

9 4482 4480 158 160 0 1 3093 165.6 78.1 5607 125.7

Avg 4425 4438 158 147 0 0 3039 160.0 74.0 5324 122.4

4 4347 4373 176 150 1 1 2986 155.2 70.7 5128 119.6

5 4380 4374 150 156 0 1 3018 156.5 71.3 5115 120.1

6 4552 4547 150 155 0 2 3107 162.3 74.2 5462 125.3

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Existing Mid

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 2.5 10.4 1.3 5.2 272 0.31 105.7 5.0 21 3.1 34.4 71 1742 210 861 861 861 859 100 0 0 375 5

WB 0.2 0.7 2.0 7.5 1.1 4.1 251 0.26 261.9 8.2 33 7.6 34.6 186 5066 613 941 938 938 926 101 0 0 729 8

NB 0.0 0.2 1.4 43.3 1.3 40.0 97 0.84 21.9 2.2 10 1.0 22.3 4 179 14 114 115 115 117 98 0 0 464 2

SB 0.1 1.8 1.6 38.9 1.5 37.1 128 0.89 22.8 2.6 9 1.1 21.7 15 307 38 142 143 143 148 97 0 0 666 3

All 0.3 0.5 7.5 12.9 5.1 8.9 748 0.36 412.2 18.0 23 12.7 32.5 276 7294 875 2058 2057 2057 2050 100 0 0 588 18

SimTraffic Report Page 7

SimTraffic Simulation Summary Existing PM

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 4:30 5:40 70 60 2 1 5244 5233 218 229 1 1 3831 219.0 111.6 7243 156.8

10 4:30 5:40 70 60 2 1 5420 5415 205 210 3 0 3985 231.2 119.9 7612 163.1

2 4:30 5:40 70 60 2 1 5355 5355 239 239 2 1 3904 227.4 118.1 7496 159.8

3 4:30 5:40 70 60 2 1 5224 5196 199 227 2 1 3852 220.5 113.2 7251 157.5

7 4:30 5:40 70 60 2 1 5270 5271 223 222 2 1 3835 218.2 110.7 7125 155.6

8 4:30 5:40 70 60 2 1 5299 5297 214 216 1 2 3882 220.8 112.2 7270 158.5

9 4:30 5:40 70 60 2 1 5378 5412 257 223 0 0 3966 230.1 119.4 7548 162.5

Avg 4:30 5:40 70 60 2 1 5319 5315 217 220 0 0 3892 223.8 115.0 7362 159.2

4 4:30 5:40 70 60 2 1 5328 5330 220 218 1 2 3873 224.4 115.8 7417 159.3

5 4:30 5:40 70 60 2 1 5289 5295 233 227 1 1 3848 220.3 112.4 7191 157.2

6 4:30 5:40 70 60 2 1 5367 5349 199 217 0 0 3949 226.5 116.3 7483 162.0

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 5244 5233 218 229 1 1 3831 219.0 111.6 7243 156.8

10 5420 5415 205 210 3 0 3985 231.2 119.9 7612 163.1

2 5355 5355 239 239 2 1 3904 227.4 118.1 7496 159.8

3 5224 5196 199 227 2 1 3852 220.5 113.2 7251 157.5

7 5270 5271 223 222 2 1 3835 218.2 110.7 7125 155.6

8 5299 5297 214 216 1 2 3882 220.8 112.2 7270 158.5

9 5378 5412 257 223 0 0 3966 230.1 119.4 7548 162.5

Avg 5319 5315 217 220 0 0 3892 223.8 115.0 7362 159.2

4 5328 5330 220 218 1 2 3873 224.4 115.8 7417 159.3

5 5289 5295 233 227 1 1 3848 220.3 112.4 7191 157.2

6 5367 5349 199 217 0 0 3949 226.5 116.3 7483 162.0

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Existing PM

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 5.2 17.5 2.8 9.6 463 0.43 131.2 8.3 16 4.2 31.1 38 1248 137 1067 1057 1057 1065 99 0 0 228 8

WB 0.3 0.7 5.1 12.9 2.7 6.7 461 0.32 392.9 14.4 28 11.5 34.2 106 4740 453 1412 1406 1406 1407 100 0 0 417 14

NB 0.0 0.2 1.8 49.4 1.7 46.0 113 0.84 25.1 2.7 9 1.2 21.4 7 248 22 131 133 133 127 105 0 0 370 3

SB 0.1 2.1 3.0 45.4 2.8 43.1 199 0.84 37.0 4.7 8 1.8 20.1 14 370 42 231 234 234 223 105 0 0 370 5

All 0.4 0.5 15.1 19.0 10.1 12.6 1236 0.43 586.2 30.0 20 18.7 31.3 166 6606 654 2841 2830 2830 2822 100 0 0 352 30

SimTraffic Report Page 7

SimTraffic Simulation Summary Alt2_Final AM

03/21/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 6:57 8:07 70 60 2 1 3796 3788 126 134 1 1 2862 128.2 50.3 3917 108.4

10 6:57 8:07 70 60 2 1 3758 3729 112 141 2 2 2863 127.7 50.1 3853 107.6

2 6:57 8:07 70 60 2 1 3698 3713 132 117 2 2 2843 127.9 50.9 3908 107.3

3 6:57 8:07 70 60 2 1 3714 3731 138 121 0 3 2862 127.3 49.9 3880 107.8

7 6:57 8:07 70 60 2 1 3748 3737 118 129 1 2 2842 125.9 49.0 3845 107.1

8 6:57 8:07 70 60 2 1 3738 3757 143 124 0 0 2893 129.8 51.6 3968 108.9

9 6:57 8:07 70 60 2 1 3753 3743 114 124 2 2 2880 127.3 49.3 3827 107.6

Avg 6:57 8:07 70 60 2 1 3724 3727 121 118 0 0 2852 127.1 49.9 3851 107.3

4 6:57 8:07 70 60 2 1 3696 3712 130 114 0 2 2815 125.2 48.9 3777 105.5

5 6:57 8:07 70 60 2 1 3662 3652 112 122 2 1 2824 124.4 48.5 3726 106.3

6 6:57 8:07 70 60 2 1 3710 3718 115 107 0 2 2831 127.1 50.3 3834 106.8

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 3796 3788 126 134 1 1 2862 128.2 50.3 3917 108.4

10 3758 3729 112 141 2 2 2863 127.7 50.1 3853 107.6

2 3698 3713 132 117 2 2 2843 127.9 50.9 3908 107.3

3 3714 3731 138 121 0 3 2862 127.3 49.9 3880 107.8

7 3748 3737 118 129 1 2 2842 125.9 49.0 3845 107.1

8 3738 3757 143 124 0 0 2893 129.8 51.6 3968 108.9

9 3753 3743 114 124 2 2 2880 127.3 49.3 3827 107.6

Avg 3724 3727 121 118 0 0 2852 127.1 49.9 3851 107.3

4 3696 3712 130 114 0 2 2815 125.2 48.9 3777 105.5

5 3662 3652 112 122 2 1 2824 124.4 48.5 3726 106.3

6 3710 3718 115 107 0 2 2831 127.1 50.3 3834 106.8

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Alt2_Final AM

03/21/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 2.2 6.6 1.2 3.7 249 0.21 146.7 5.6 26 4.2 34.7 63 1828 235 1188 1190 1190 1186 100 0 0 443 6

WB 0.2 0.7 1.6 6.3 0.9 3.5 228 0.25 254.7 7.7 34 7.4 34.6 137 4190 492 916 916 916 932 98 0 0 777 8

NB 0.1 2.0 1.5 33.5 1.3 30.5 136 0.86 30.1 2.6 12 1.2 24.2 8 285 26 158 158 158 157 101 0 0 788 3

SB 0.1 2.7 0.9 45.6 0.8 44.1 60 0.88 10.7 1.4 8 0.5 21.0 10 178 23 67 67 67 68 99 0 0 1275 1

All 0.3 0.5 6.1 9.4 4.3 6.6 673 0.29 442.2 17.3 26 13.3 33.1 218 6482 776 2329 2331 2331 2343 99 0 0 707 17

SimTraffic Report Page 7

SimTraffic Simulation Summary Alt2_Final Mid

03/21/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 11:57 1:07 70 60 2 1 4254 4312 174 116 0 1 2895 145.9 63.8 4743 114.6

10 11:57 1:07 70 60 2 1 4410 4425 151 136 1 3 3023 154.9 69.1 5017 120.2

2 11:57 1:07 70 60 2 1 4486 4487 140 139 2 0 3073 155.8 69.0 5032 121.9

3 11:57 1:07 70 60 2 1 4409 4441 163 131 2 2 3039 152.8 66.9 4928 120.2

7 11:57 1:07 70 60 2 1 4393 4420 168 141 0 3 3012 153.2 67.5 4986 120.2

8 11:57 1:07 70 60 2 1 4444 4466 168 146 3 2 3044 154.2 68.0 5004 119.9

9 11:57 1:07 70 60 2 1 4454 4479 168 143 1 1 3084 154.8 67.7 4948 120.9

Avg 11:57 1:07 70 60 2 1 4405 4423 159 139 0 1 3020 152.7 67.2 4942 119.3

4 11:57 1:07 70 60 2 1 4334 4341 163 156 0 3 2997 150.0 65.4 4936 117.5

5 11:57 1:07 70 60 2 1 4376 4380 152 148 2 0 2977 150.6 66.3 4812 117.0

6 11:57 1:07 70 60 2 1 4491 4468 142 165 1 2 3058 154.3 67.9 5013 120.3

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 4254 4312 174 116 0 1 2895 145.9 63.8 4743 114.6

10 4410 4425 151 136 1 3 3023 154.9 69.1 5017 120.2

2 4486 4487 140 139 2 0 3073 155.8 69.0 5032 121.9

3 4409 4441 163 131 2 2 3039 152.8 66.9 4928 120.2

7 4393 4420 168 141 0 3 3012 153.2 67.5 4986 120.2

8 4444 4466 168 146 3 2 3044 154.2 68.0 5004 119.9

9 4454 4479 168 143 1 1 3084 154.8 67.7 4948 120.9

Avg 4405 4423 159 139 0 1 3020 152.7 67.2 4942 119.3

4 4334 4341 163 156 0 3 2997 150.0 65.4 4936 117.5

5 4376 4380 152 148 2 0 2977 150.6 66.3 4812 117.0

6 4491 4468 142 165 1 2 3058 154.3 67.9 5013 120.3

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Alt2_Final Mid

03/21/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 1.1 4.7 0.6 2.3 153 0.18 105.6 3.6 29 2.9 36.0 76 1888 242 863 861 861 859 100 0 0 684 4

WB 0.2 0.8 2.0 7.6 1.1 4.2 279 0.30 259.4 8.2 32 7.5 34.5 181 5050 598 934 932 932 926 101 0 0 728 8

NB 0.0 1.4 0.9 27.5 0.8 24.8 99 0.80 22.8 1.8 13 0.9 25.6 4 171 14 121 122 122 117 104 0 0 1143 2

SB 0.1 1.9 1.2 28.9 1.1 27.2 126 0.83 23.9 2.3 11 1.0 24.1 14 287 37 149 151 151 148 102 0 0 751 2

All 0.3 0.6 5.3 9.1 3.6 6.3 657 0.32 411.7 16.0 26 12.3 33.4 275 7397 890 2067 2066 2066 2050 101 0 0 768 16

SimTraffic Report Page 7

SimTraffic Simulation Summary Alt2_Final PM

03/21/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 4:57 6:07 70 60 2 1 5238 5263 214 189 2 2 3821 202.2 95.3 6413 151.5

10 4:57 6:07 70 60 2 1 5341 5371 252 222 0 1 3908 210.9 101.6 6588 155.5

2 4:57 6:07 70 60 2 1 5210 5234 220 196 0 2 3797 203.2 96.8 6458 150.8

3 4:57 6:07 70 60 2 1 5062 5107 211 166 2 0 3741 191.5 87.3 5972 146.9

7 4:57 6:07 70 60 2 1 5309 5336 237 210 1 1 3888 207.7 98.8 6612 154.8

8 4:57 6:07 70 60 2 1 5297 5327 225 195 2 3 3884 206.5 98.0 6495 154.2

9 4:57 6:07 70 60 2 1 5321 5305 192 208 0 2 3891 207.8 99.1 6556 155.0

Avg 4:57 6:07 70 60 2 1 5277 5301 215 195 0 0 3859 205.5 97.6 6482 153.1

4 4:57 6:07 70 60 2 1 5341 5363 221 199 2 1 3888 207.3 98.6 6568 153.8

5 4:57 6:07 70 60 2 1 5312 5330 196 178 1 2 3863 208.7 100.3 6542 153.3

6 4:57 6:07 70 60 2 1 5377 5375 216 218 3 1 3904 209.2 99.8 6598 155.1

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 5238 5263 214 189 2 2 3821 202.2 95.3 6413 151.5

10 5341 5371 252 222 0 1 3908 210.9 101.6 6588 155.5

2 5210 5234 220 196 0 2 3797 203.2 96.8 6458 150.8

3 5062 5107 211 166 2 0 3741 191.5 87.3 5972 146.9

7 5309 5336 237 210 1 1 3888 207.7 98.8 6612 154.8

8 5297 5327 225 195 2 3 3884 206.5 98.0 6495 154.2

9 5321 5305 192 208 0 2 3891 207.8 99.1 6556 155.0

Avg 5277 5301 215 195 0 0 3859 205.5 97.6 6482 153.1

4 5341 5363 221 199 2 1 3888 207.3 98.6 6568 153.8

5 5312 5330 196 178 1 2 3863 208.7 100.3 6542 153.3

6 5377 5375 216 218 3 1 3904 209.2 99.8 6598 155.1

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Alt2_Final PM

03/21/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 4.3 14.6 2.7 9.3 433 0.41 130.0 7.3 18 4.1 32.1 43 1308 163 1052 1056 1056 1065 99 0 0 338 7

WB 0.3 0.7 4.9 12.5 2.6 6.6 458 0.32 389.7 14.1 28 11.3 34.5 100 4522 437 1403 1399 1399 1407 99 0 0 422 14

NB 0.0 1.4 1.5 41.4 1.4 38.3 105 0.82 23.9 2.4 10 1.1 22.4 6 232 20 124 126 126 127 99 0 0 864 2

SB 0.1 2.2 3.1 48.3 2.9 46.0 199 0.87 35.6 4.7 8 1.8 19.5 17 400 46 222 224 224 223 100 0 0 367 5

All 0.4 0.6 13.7 17.5 9.6 12.3 1195 0.42 579.1 28.5 21 18.2 31.8 166 6462 666 2801 2805 2805 2822 99 0 0 428 28

SimTraffic Report Page 7

                        APPENDIXD:CostEstimates 

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

0110 1 1

CLEARING & GRUBBING

AC

0.290

$

10,324.67

$

2,994.15

0120 1

REGULAR EXCAVATION

CY

475.000

$

7.58

$

3,600.50

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

1,424.000

$

2.15

$

3,061.60

-

0285709

OPTIONAL BASE,BASE GROUP 09

SY

1,096.000

$

16.38

$

17,952.48

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0670 5400 0700 1 11 0700 1 50 0700 2 15 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, F&I GM, 51-100 SF RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA AS AS AS AS AS AS EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

59.000 59.000 2.000 2.000 2.000 30.000 660.000 146.700 11.200 20.000 89.000 545.000 240.000 2.000 6.000 2.000 1.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 1,392.23 306.40 161.58 6,030.44 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

5,660.46 7,187.38 3,739.46 7,639.72 7,397.30 3,234.90 11,550.00 5,001.00 582.40 800.00 356.00 3,400.80 4,320.00 9,936.36 3,822.78 2,308.16 165.65 648.24 2,172.70 2,745.12 2,345.76 1,500.00 2,784.46 323.16 80.16 150.80 1,579.50 560.00 57.78 660.66 239.49 358.20

TOTAL OF IMPROVEMENTS: $

120,917.13

1.000 2.000 4.000 3.000 5.000 2.000 2.000 24.000 52.000 351.000

8.000 0.040 0.169 0.047 180.000

DESIGN (0%): MOBILIZATION (5%): $

6,045.86

MAINTENANCE OF TRAFFIC (5%): $

6,045.86

CONTINGENCY (15%): $

18,137.57

COMPONENT TOTAL FDOT-D7

\\vhb\proj\Orlando\62393.01 US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield 031717

$

151,146.42 3/31/2017

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

0110 1 1

CLEARING & GRUBBING

AC

0.070

$

10,324.67

$

722.73

0120 1

REGULAR EXCAVATION

CY

119.000

$

7.58

$

902.02

0120 6

EMBANKMENT

CY

$

13.41

$

-

0160 4

TYPE B STABILIZATION

SY

356.000

$

2.15

$

765.40

0285709

OPTIONAL BASE,BASE GROUP 09

SY

274.000

$

16.38

$

4,488.12

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0670 5400 0700 1 11 0700 1 50 0700 2 15 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, F&I GM, 51-100 SF RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA AS AS AS AS AS AS EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

15.000 15.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 1,392.23 306.40 161.58 6,030.44 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

1,439.10 1,827.30 92.00 20.04 150.80 140.00 21.67 89.91 239.49 199.00

TOTAL OF IMPROVEMENTS: $

11,097.57

23.000

6.000 52.000

2.000 0.015 0.023 0.047 100.000

DESIGN (0%): MOBILIZATION (5%): $

554.88

MAINTENANCE OF TRAFFIC (5%): $

554.88

CONTINGENCY (15%): $

1,664.64

COMPONENT TOTAL FDOT-D7

\\vhb\proj\Orlando\62393.01 US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield 031717

$

13,871.97 3/31/2017

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

0110 1 1

CLEARING & GRUBBING

AC

0.110

$

10,324.67

$

1,135.71

0120 1

REGULAR EXCAVATION

CY

178.000

$

7.58

$

1,349.24

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

534.000

$

2.15

$

1,148.10

-

0285709

OPTIONAL BASE,BASE GROUP 09

SY

411.000

$

16.38

$

6,732.18

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0670 5400 0700 1 11 0700 1 50 0700 2 15 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, F&I GM, 51-100 SF RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA AS AS AS AS AS AS EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

22.000 22.000 1.000 2.000 1.000 15.000 330.000 16.700 5.600 10.000 33.000 445.000 165.000 1.000 4.000 1.000 1.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 1,392.23 306.40 161.58 6,030.44 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

2,110.68 2,680.04 1,869.73 7,639.72 3,698.65 1,617.45 5,775.00 569.30 291.20 400.00 132.00 2,776.80 2,970.00 4,968.18 2,548.52 1,154.08 165.65 1,086.35 2,745.12 781.92 600.00 161.58 30.06 45.00 210.00 20.22 293.19 89.55

TOTAL OF IMPROVEMENTS: $

57,795.23

1.000 4.000 1.000 2.000

1.000 9.000

10.000

3.000 0.014 0.075 45.000

DESIGN (0%): MOBILIZATION (5%): $

2,889.76

MAINTENANCE OF TRAFFIC (5%): $

2,889.76

CONTINGENCY (15%): $

8,669.28

COMPONENT TOTAL FDOT-D7

\\vhb\proj\Orlando\62393.01 US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield 031717

$

72,244.04 3/31/2017

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

0110 1 1

CLEARING & GRUBBING

AC

0.110

$

10,324.67

$

1,135.71

0120 1

REGULAR EXCAVATION

CY

178.000

$

7.58

$

1,349.24

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

534.000

$

2.15

$

1,148.10

-

0285709

OPTIONAL BASE,BASE GROUP 09

SY

411.000

$

16.38

$

6,732.18

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0670 5400 0700 1 11 0700 1 50 0700 2 15 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, F&I GM, 51-100 SF RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA AS AS AS AS AS AS EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

22.000 22.000 1.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 1,392.23 306.40 161.58 6,030.44 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

2,110.68 2,680.04 1,869.73 3,698.65 1,617.45 5,775.00 4,431.70 291.20 400.00 132.00 312.00 1,350.00 637.13 1,563.84 1,392.23 161.58 30.06 94.50 210.00 15.89 277.56 69.65

TOTAL OF IMPROVEMENTS: $

39,486.12

1.000 15.000 330.000 130.000 5.600 10.000 33.000 50.000 75.000 1.000

2.000 1.000 1.000 9.000

21.000

3.000 0.011 0.071 35.000

DESIGN (0%): MOBILIZATION (5%): $

1,974.31

MAINTENANCE OF TRAFFIC (5%): $

1,974.31

CONTINGENCY (15%): $

5,922.92

COMPONENT TOTAL FDOT-D7

\\vhb\proj\Orlando\62393.01 US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield 031717

$

49,357.65 3/31/2017

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

0110 1 1

CLEARING & GRUBBING

AC

$

10,324.67

$

0120 1

REGULAR EXCAVATION

CY

$

7.58

$

-

0120 6

EMBANKMENT

CY

$

13.41

$

-

0160 4

TYPE B STABILIZATION

SY

$

2.15

$

0285709

OPTIONAL BASE,BASE GROUP 09

SY

$

16.38

$

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0670 5400 0700 1 11 0700 1 50 0700 2 15 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, F&I GM, 51-100 SF RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA AS AS AS AS AS AS EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 1,392.23 306.40 161.58 6,030.44 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

312.00 4,968.18 637.13 1,154.08 648.24 1,086.35 900.00 1,392.23 1,440.00 -

TOTAL OF IMPROVEMENTS: $

12,538.21

50.000 1.000 1.000 1.000

1.000 1.000

3.000 1.000

320.000

-

DESIGN (0%): MOBILIZATION (5%): $

626.91

MAINTENANCE OF TRAFFIC (5%): $

626.91

CONTINGENCY (15%): $

1,880.73

COMPONENT TOTAL FDOT-D7

\\vhb\proj\Orlando\62393.01 US 92 at Garfield R2CTPO\reports\US 92 Improvements Cost Estimate_Garfield 031717

$

15,672.76 3/31/2017

                  APPENDIXB:  ResponsestoComments      

                     

US 92 from US 17 to Garfield Report – Comments Comments from Amir Asgarinik 1. Shouldn’t we use Optional Base Group 9 instead of 13? Response: Base Group has been revised from 13 to 9. 2. 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. 5. 20% 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 430217Ǧ2Ǧ38Ǧ01, Federal Aid Number 7777Ǧ182ǦA 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 US-92 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. 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 (432441-1) 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 2. 4. 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.

                    APPENDIXC: 

TrafficData and ExhibitsforUS92/InternationalSpeedwayBlvd&US17/WoodlandBlvdIntersection  

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection

Volusia

City

US 17-Woodland Blvd

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

Date

All Vehicles

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:15 AM

-

8:15 AM

62430.02

VHB Project #:

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

3 0 7 22 9 23 28 14

34 51 75 60 59 78 60 98

43 41 44 46 64 56 36 35

95 91 89 61 92 64 60 51

83 95 125 144 105 94 107 102

16 19 28 9 16 21 22 21

21 24 26 30 28 30 42 44

142 184 147 118 131 114 78 99

4 5 11 11 9 5 13 9

25 49 61 68 41 53 43 39

63 63 79 68 75 86 81 68

50 57 61 59 45 53 53 57

106

515

365

603

855

152

245

1,013

67

379

583

435

38

245

195

333

469

72

108

580

36

219

285

222

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

16 18 23 20 24 29 20 22

77 107 115 89 123 132 103 124

43 66 72 77 57 67 79 51

53 47 54 70 62 61 62 56

115 114 129 112 118 125 115 108

30 31 34 29 36 36 31 34

55 50 45 53 51 51 41 51

82 96 79 96 96 75 70 79

13 11 12 14 17 13 15 12

72 62 58 60 72 74 57 65

88 63 102 97 91 103 79 73

70 71 67 66 63 65 63 72

172

870

512

465

936

261

397

673

107

520

696

537

96

459

273

247

484

135

200

346

56

264

393

261

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

10 19 20 7 23 22 24 20 19 20 15 22 17 22 30 29

108 134 110 104 124 134 128 101 126 128 133 136 148 187 145 116

56 48 67 42 53 50 44 53 54 52 58 48 70 71 41 46

64 48 77 64 70 77 70 60 84 87 77 102 108 76 87 87

96 101 129 121 95 91 121 103 124 117 112 128 129 102 124 135

41 32 43 36 41 40 39 28 37 34 30 40 40 37 39 37

51 56 54 41 62 41 51 59 45 47 57 48 73 56 39 49

75 92 74 75 88 77 77 83 75 107 92 84 105 98 102 108

11 13 10 10 8 8 10 14 10 7 13 11 10 18 9 17

63 50 61 72 50 65 62 60 57 45 61 64 78 83 65 47

75 78 107 107 97 116 129 100 125 119 111 125 150 128 154 132

91 78 65 101 84 81 120 103 91 104 103 106 149 138 146 99

319

2,062

853

1,238

1,828

594

829

1,412

179

983

1,853

1,659

91

616

230

373

483

156

216

389

48

290

557

539

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

US 17-Woodland Blvd

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

Trucks VHB Project #:

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

8:00 AM

-

9:00 AM

Left

Northbound Through Right

Left

Southbound Through Right

62430.02

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

2 2 3 1 1 2 1 5

0 1 0 3 3 2 3 1

2 2 1 4 5 6 9 3

2 2 1 0 3 1 1 3

2 0 2 0 0 1 2 1

0 2 3 1 2 1 0 3

3 6 11 3 4 8 4 4

0 0 1 0 0 1 0 0

0 1 1 1 1 0 2 2

2 5 2 1 4 5 4 5

4 5 2 3 3 3 3 2

0

17

13

32

13

8

12

43

2

8

28

25

0

9

9

23

8

4

6

20

1

5

18

11

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 1 0 1

2 1 2 3 2 2 4 2

4 1 1 5 3 4 1 2

4 3 3 6 1 2 3 2

2 3 2 4 3 2 0 0

1 1 2 0 0 1 1 0

0 3 1 3 1 1 3 2

1 2 6 6 3 1 2 2

0 0 0 0 0 0 0 0

0 2 1 0 1 1 0 3

6 3 4 1 5 4 2 1

5 2 9 6 6 5 4 5

2

18

21

24

16

6

14

23

0

8

26

42

1

9

13

12

11

3

6

16

0

3

14

26

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

2:30 PM

-

3:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0

2 1 4 2 5 3 1 1 2 0 3 5 1 2 0 0

0 0 1 1 1 3 4 0 2 2 0 2 1 4 0 0

2 3 4 2 1 7 5 3 2 7 6 2 1 1 3 2

3 1 5 4 4 1 2 4 1 1 1 3 1 0 0 1

0 0 2 1 0 2 1 0 1 1 1 0 0 0 3 1

2 1 2 4 0 2 0 1 5 2 1 1 1 1 1 0

7 6 4 2 4 4 4 3 2 4 4 0 1 3 2 2

1 0 0 0 0 0 1 1 0 0 0 0 0 1 0 0

2 2 2 1 0 1 3 2 0 2 0 0 2 2 0 0

3 2 3 2 3 4 5 3 2 3 2 4 2 6 0 3

5 11 9 6 6 4 3 3 5 3 2 1 1 2 3 1

3

32

21

51

32

13

24

52

4

19

47

65

1

14

6

14

14

5

8

14

0

4

12

25

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

US 17-Woodland Blvd

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

U-Turns & RTOR VHB Project #:

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:30 AM

-

8:30 AM

Left

Northbound Through Right

Left

Southbound Through Right

62430.02

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

22 22 26 31 34 40 25 18

1 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

6 11 20 6 11 12 12 13

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 1 3 0 1 0 0 0

0 0 0 0 0 1 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0

0

218

1

0

91

0

0

5

1

0

0

0

0

131

0

0

49

0

0

4

1

0

0

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

1 1 2 0 3 1 2 2

0 0 0 0 0 0 0 0

32 40 53 53 33 41 43 35

0 0 0 0 2 0 0 1

0 0 0 0 0 0 0 0

15 12 15 13 21 13 11 21

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 2 8 1 4 3 1 2

1 1 0 1 0 1 1 1

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

12

0

330

3

0

121

0

0

21

6

0

0

6

0

180

2

0

62

0

0

16

2

0

0

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

3:00 PM

-

4:00 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 1 0 1 2 1 0 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

32 30 35 31 31 29 29 40 26 32 30 35 27 44 29 29

0 0 1 1 1 1 0 0 1 4 0 3 0 0 1 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

14 9 14 10 20 16 15 16 16 9 18 18 4 17 21 16

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 5 0 0 2 3 1 3 1 0 0 3 0 3 1 2

0 0 0 0 1 0 2 3 0 0 0 0 0 0 1 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6

0

509

13

0

233

0

0

26

9

0

0

4

0

129

2

0

67

0

0

9

6

0

0

Pedestrian&BicycleSummary Project#: 62430.02

NB/SB: US17ͲWoodlandBlvd

Date: 12/6/2016

EB/WB: US92ͲIntn'lSpeedwayBlvd Hour

Ź

Westbound

Ż

Southbound

Northbound

PedźBike

PedŸBike

7:00

1

0

1

0

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Bike

0

0

0

0

0

0

1

0

1

Ped

0

0

0

0

0

2

1

0

3

Bike

0

0

1

3

0

1

0

0

5

Ped

1

0

1

2

2

1

6

3

16

US17ͲWoodlandBlvd

Hour

Eastbound

7:00

Southbound

Northbound

PedźBike

PedŸBike

4

0

0

Hour

0

1

7:00

8:00

1

0

0

0

2

0

1

0

2

8:00

11:00

0

0

0

0

0

0

0

0

3

11:00

12:00

3

0

0

0

0

0

2

0

4

12:00

14:00

0

0

0

0

0

0

0

0

5

14:00

15:00

3

0

0

0

0

0

3

0

6

15:00

16:00

1

0

2

0

0

0

3

0

7

16:00

17:00

1

0

2

0

0

0

0

0

8

17:00

10

0

5

0

6

0

9

0

US17ͲWoodlandBlvd

US92ͲIntn'lSpeedwayBlvd

US92ͲIntn'lSpeedwayBlvd

Eastbound

Ź

Westbound

Ż

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

0

0

0

0

Bike

2

0

2

0

0

2

2

0

8

Ped

3

4

1

1

2

0

1

1

13

7:00

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Hour

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection

Volusia

City

Amelia Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

Date

All Vehicles

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:15 AM

-

8:15 AM

62430.02

VHB Project #:

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

8 9 11 4 10 13 8 8

5 8 15 14 15 8 12 12

11 23 27 23 25 11 17 26

5 8 5 5 5 6 8 7

7 5 7 7 10 4 9 7

7 7 12 13 17 15 12 15

5 8 14 16 12 8 21 25

243 337 223 239 236 229 127 179

6 14 11 9 6 9 9 13

9 14 27 20 15 12 11 7

128 169 185 178 144 179 159 167

9 9 12 9 14 12 4 17

71

89

163

49

56

98

109

1,813

77

115

1,309

86

34

52

98

23

29

49

50

1,035

40

76

676

44

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

10 11 16 11 20 12 11 7

20 28 19 20 15 19 17 16

7 24 15 18 19 22 22 21

13 19 14 16 24 19 20 17

15 12 19 16 21 23 26 12

34 36 28 26 32 25 28 28

30 27 30 39 35 32 34 19

142 150 204 208 173 183 180 165

9 8 6 13 13 16 7 7

13 20 17 26 22 20 19 17

198 184 171 184 216 182 178 183

12 22 18 19 16 21 13 12

98

154

148

142

144

237

246

1,405

79

154

1,496

133

59

73

74

73

79

111

136

768

48

85

753

74

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

20 19 12 26 13 21 20 21 22 19 26 18 21 24 18 9

14 22 26 22 23 21 19 29 19 19 20 24 28 28 27 26

17 31 23 20 15 26 17 21 16 16 29 22 22 18 23 16

22 17 18 19 28 26 23 20 26 26 33 22 24 30 34 25

16 13 16 16 22 21 25 20 19 25 34 26 33 32 24 38

27 17 38 29 26 42 35 25 24 24 36 25 57 38 34 28

26 22 36 26 25 29 23 15 33 33 32 33 22 34 26 20

154 147 196 148 165 163 169 152 188 211 190 193 248 196 200 209

7 4 10 5 10 13 6 8 11 16 10 10 7 13 9 8

19 18 11 16 10 15 23 12 13 17 25 16 27 23 22 10

183 174 175 229 220 193 261 246 215 241 209 253 308 289 271 213

20 19 30 19 20 25 23 25 19 31 18 33 29 31 48 23

309

367

332

393

380

505

435

2,929

147

277

3,680

413

81

107

85

110

115

154

115

837

39

88

1,121

141

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

Amelia Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

Trucks VHB Project #:

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

8:00 AM

-

9:00 AM

Left

Northbound Through Right

Left

Southbound Through Right

62430.02

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 1 1 0 0 0 1 1

0 0 0 0 2 1 1 0

0 0 0 0 0 1 1 2

0 0 0 0 0 0 0 0

0 1 2 1 0 0 0 1

0 2 0 1 0 1 2 2

3 7 8 13 8 15 10 12

0 0 0 0 0 0 1 1

0 0 0 0 1 0 1 2

7 11 2 5 8 6 12 6

1 1 0 0 1 1 0 2

0

4

4

4

0

5

8

76

2

4

57

6

0

2

4

4

0

1

5

45

2

4

32

4

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 1 2 0 0 1 0 0

0 0 0 1 0 0 1 0

1 0 0 1 0 0 0 1

0 0 0 0 0 0 0 0

2 0 0 1 0 0 1 0

1 0 2 1 0 0 2 0

8 5 8 13 9 10 7 6

0 1 0 0 0 0 0 0

0 0 0 1 1 0 2 1

8 12 15 8 15 9 7 7

0 1 0 0 0 1 0 0

0

4

2

3

0

4

6

66

1

5

81

2

0

3

1

1

0

1

3

40

0

2

47

1

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

2:00 PM

-

3:00 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 1 2 1 0 0 0 1 0 0 0 0 0 0 0

1 1 1 1 0 2 0 1 0 0 0 0 0 0 1 0

0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0

3 0 1 0 1 0 1 2 0 0 1 0 1 0 1 0

2 0 0 1 1 0 0 0 0 0 2 0 1 0 0 0

1 0 3 1 0 1 2 0 0 0 0 1 1 1 0 0

1 1 2 1 0 2 1 0 0 2 0 1 0 1 1 0

9 11 10 5 5 9 10 6 5 11 10 4 2 5 7 4

0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0

0 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0

8 17 10 9 9 8 10 10 4 8 4 2 5 9 3 1

0 2 0 1 0 1 1 0 0 2 0 1 0 0 2 0

5

8

1

11

7

11

13

113

2

3

117

10

3

4

0

4

3

5

5

35

0

1

44

3

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

Amelia Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

U-Turns & RTOR VHB Project #:

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:30 AM

-

8:30 AM

Left

Northbound Through Right

Left

Southbound Through Right

62430.02

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

3 2 11 7 11 7 8 12

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

4 4 1 6 1 5 2 0

0 0 2 4 0 1 0 2

0 0 0 0 0 0 0 0

1 1 2 3 0 0 4 1

0 0 0 1 0 0 1 0

0 0 0 0 0 0 0 0

2 1 1 2 5 2 1 4

0

0

61

0

0

23

9

0

12

2

0

18

0

0

36

0

0

13

7

0

5

1

0

10

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

2 10 4 1 2 3 1 3

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

10 11 12 11 8 13 5 20

2 0 5 4 3 3 1 1

0 0 0 0 0 0 0 0

8 7 3 8 13 14 4 6

1 2 2 4 4 4 3 7

0 0 0 0 0 0 0 0

6 4 6 8 3 6 7 6

0

0

26

0

0

90

19

0

63

27

0

46

0

0

10

0

0

44

15

0

38

14

0

23

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

12 16 3 6 3 5 3 1 2 8 8 7 4 7 2 3

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

8 5 16 9 5 12 4 9 10 6 1 15 21 11 11 10

2 5 1 2 1 1 0 1 2 2 1 3 0 1 3 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 2 6 4 8 10 6 6 7 9 6 8 4 9 6 7

1 0 0 2 1 0 2 0 1 1 0 0 1 3 2 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

11 3 15 8 11 7 9 5 8 11 15 9 21 18 18 7

0

0

90

0

0

153

25

0

104

15

0

176

0

0

20

0

0

58

7

0

27

6

0

66

Pedestrian&BicycleSummary Project#: 62430.02

NB/SB: AmeliaAve

Date: 12/6/2016

EB/WB: US92ͲIntn'lSpeedwayBlvd Hour

Ź

Westbound

Ż

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Bike

0

0

0

0

0

0

0

1

1

Ped

0

2

1

2

3

0

1

1

10

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

1

0

0

1

Southbound

Northbound

Southbound

Northbound

PedźBike

PedŸBike

PedźBike

PedŸBike

7:00

0

0

0

0

AmeliaAve

Hour

Eastbound

7:00

0

0

0

Hour

0

1

7:00

8:00

1

0

0

0

2

0

0

0

2

8:00

11:00

1

0

0

0

0

0

0

0

3

11:00

12:00

1

0

3

0

0

0

0

0

4

12:00

14:00

1

0

3

0

1

0

0

0

5

14:00

15:00

0

0

0

0

0

0

1

0

6

15:00

16:00

1

0

0

0

1

0

0

0

7

16:00

17:00

0

0

0

0

1

0

0

0

8

17:00

5

0

6

0

5

0

1

0

AmeliaAve

US92ͲIntn'lSpeedwayBlvd

US92ͲIntn'lSpeedwayBlvd

Eastbound

Ź

Westbound

Ż

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

1

2

1

4

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

0

0

0

0

7:00

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Hour

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection

Volusia

City

Lowes Driveway

&

DeLand US 92 - Intn'l Speedway Blvd

December 6, 2016

Date

All Vehicles

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:15 AM

-

8:15 AM

62430.02

VHB Project #:

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 1 0 0 1 1 0 1

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

6 6 6 5 11 16 13 18

7 11 11 5 14 14 10 25

252 356 246 262 263 218 142 190

0 0 0 0 0 0 0 0

1 1 2 1 1 2 5 0

138 184 248 180 176 175 179 154

1 4 3 4 5 7 6 4

0

0

4

0

0

81

97

1,929

0

13

1,434

34

0

0

2

0

0

28

41

1,127

0

5

788

16

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 3 0 1 0 1

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

38 23 25 26 27 25 23 19

24 15 26 24 14 25 15 16

140 184 203 216 217 190 207 201

1 0 0 0 0 0 0 0

0 0 0 3 1 0 0 0

177 204 200 188 239 206 165 208

13 4 4 6 7 5 6 10

0

0

5

0

0

206

159

1,558

1

4

1,587

55

0

0

4

0

0

103

89

826

0

4

833

22

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 4 2 2 1 1 0 0 2 2 0 1 3 2 0 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

27 20 22 29 25 21 30 32 11 23 17 32 32 22 14 17

23 20 30 15 13 20 20 18 11 17 20 25 9 13 10 10

172 193 195 172 208 203 199 191 213 230 229 213 295 236 238 243

0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0

1 1 0 2 1 0 0 3 0 2 1 1 1 1 0 0

191 175 212 221 236 214 264 259 246 236 273 267 348 333 334 235

4 3 5 2 10 7 9 11 2 7 6 8 6 8 8 3

0

0

24

0

0

374

274

3,430

1

14

4,044

99

0

0

6

0

0

100

57

982

0

3

1,282

30

Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Intersection Date

Volusia

City

Lowes Driveway

&

DeLand US 92 - Intn'l Speedway Blvd

December 6, 2016

Trucks VHB Project #:

62430.02

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:15 AM

-

8:15 AM

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 1 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 1 0 1 0 0

0 0 0 0 1 0 0 0

3 5 9 13 10 12 13 12

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

7 10 5 4 10 7 12 12

0 0 0 0 0 0 0 0

0

0

1

0

0

2

1

77

0

0

67

0

0

0

0

0

0

0

0%

1

1

37

4%

2%

3%

0

29

0

0%

4%

0%

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 1 0 0

0 0 0 0 1 0 0 0

10 5 10 14 10 9 9 7

0 0 0 0 0 0 0 0

0 0 0 1 0 0 0 0

8 12 18 6 13 8 8 11

1 0 0 1 0 0 0 0

0

0

0

0

0

1

1

74

0

1

84

2

0

0

0

0

0

1

1

43

0

1

45

1

1%

1%

5%

25%

5%

5%

Left

Eastbound Through

Right

Left

0%

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 0 1 0 0 0 0 1 0 0 1 0 0

9 8 9 4 8 11 13 7 4 12 10 3 3 4 8 4

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0

7 18 11 10 8 8 11 11 6 10 6 3 4 11 3 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

2

0

0

2

4

117

0

1

128

0

0

0

0

0

0

0

1

18

0

0

21

0

Roadway Count Summary Vanasse Hangen Brustlin, Inc. County Intersection Date

Volusia

City

Lowes Driveway

&

DeLand US 92 - Intn'l Speedway Blvd

December 6, 2016

U-Turns & RTOR VHB Project #:

62430.02

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

8:00 AM

-

9:00 AM

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

1 0 1 0 1 1 1 3

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 1 0 1 1 2

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0

0

0

0

0

0

8

0

0

5

0

0

0

0

0

0

0

0

6

0

0

4

0

0

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:00 AM

-

12:00 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

4 1 2 4 1 1 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

1 0 0 0 1 0 1 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0

0

0

0

0

0

13

0

0

3

0

0

0

0

0

0

0

0

11

0

0

1

0

0

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

2:15 PM

-

3:15 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 4 4 2 5 1 0 0 2 3 3 1 2 2 1 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 1 0 2 3 1 2 0 0 0 0 1 1 2 2 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0

0

0

0

34

0

0

19

0

0

0

0

0

0

0

0

15

0

0

6

0

0

Pedestrian&BicycleSummary Project#: 62430.02

NB/SB: LowesDriveway

Date: 12/6/2016

EB/WB: US92ͲIntn'lSpeedwayBlvd Hour

Ź

Westbound

Ż

Southbound

Northbound

PedźBike

PedŸBike

0

0

0

0

8:00

0

0

0

0

11:00

1

0

0

12:00

3

0

3

14:00

0

1

0

0

15:00

1

0

0

0

16:00

2

0

1

0

17:00

0

2

1

0

7

3

5

0

11:00

12:00

14:00

15:00

16:00

17:00

2

3

4

5

6

7

8

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

0

0

0

0

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

0

0

0

0

Southbound

Northbound

PedźBike

PedŸBike

Hour

0

1

0

0

1

7:00

0

0

1

0

2

8:00

0

0

1

0

0

3

11:00

0

0

0

0

0

4

12:00

2

1

0

0

5

14:00

0

0

1

0

6

15:00

0

0

0

0

7

16:00

1

1

0

0

8

17:00

3

4

2

0

US92ͲIntn'lSpeedwayBlvd

Eastbound

Ź

Westbound

Ż

Hour

US92ͲIntn'lSpeedwayBlvd

LowesDriveway

7:00

8:00

1

LowesDriveway

Hour

Eastbound

7:00

Bike

0

0

0

0

0

0

0

0

0

Ped

1

0

0

0

0

0

0

0

1

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

0

0

0

0

0

7:00

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection

Volusia

City

Garfield Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

Date

All Vehicles

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:15 AM

-

8:15 AM

62430.02

VHB Project #:

Left

Northbound Through Right

Left

Southbound Through Right

Left

Eastbound Through

Right

Left

Westbound Through Right

10 11 8 10 8 16 15 7

4 10 16 14 7 8 10 9

22 27 16 13 17 22 21 12

9 10 12 12 11 17 17 12

1 3 1 2 6 5 5 5

3 1 4 4 2 4 6 7

6 5 11 4 5 3 3 3

221 321 234 235 240 207 131 175

20 17 19 9 23 16 14 8

18 22 13 25 20 23 8 15

115 180 215 187 170 171 161 158

16 20 18 33 20 21 14 19

85

78

150

100

28

31

40

1,764

126

144

1,357

161

37

47

73

45

12

11

25

1,030

68

80

752

91

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:30 AM

-

12:30 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

11 12 12 11 8 18 7 10

11 10 9 10 5 7 5 8

10 12 13 10 8 6 9 6

17 11 16 13 18 15 16 11

7 4 10 11 6 6 5 6

6 5 9 14 16 14 13 9

5 9 8 15 6 18 6 8

116 173 183 174 194 168 181 168

11 14 16 13 12 10 10 19

10 12 17 21 24 19 18 8

165 199 183 168 222 181 150 203

11 22 16 22 24 26 9 15

89

65

74

117

55

86

75

1,357

105

129

1,471

145

49

31

37

62

33

53

47

719

51

81

754

88

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

4:45 PM

-

5:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

8 6 11 12 5 9 11 9 7 12 12 13 11 11 10 4

9 11 13 14 12 8 11 12 11 8 8 14 14 9 9 10

11 16 5 10 7 15 8 5 4 10 7 10 5 7 14 6

15 15 25 16 20 15 15 14 21 21 27 24 40 19 29 14

6 9 7 8 7 12 6 5 13 7 1 9 21 12 13 7

8 6 10 16 11 17 10 7 16 12 9 12 16 19 9 3

8 7 4 12 6 18 5 10 5 9 3 11 13 8 10 9

139 170 189 151 172 192 173 178 197 210 204 184 257 233 233 208

13 17 11 9 16 16 9 10 12 11 5 10 15 14 10 11

14 9 16 16 13 19 15 12 18 13 22 17 24 21 18 13

169 173 191 197 218 192 258 244 234 223 256 241 335 300 325 217

14 27 16 27 18 22 16 21 27 17 13 19 21 16 10 12

151

173

140

330

143

181

138

3,090

189

260

3,773

296

45

46

36

112

55

56

42

907

49

80

1,201

66

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

Garfield Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

Trucks VHB Project #:

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

8:00 AM

-

9:00 AM

Left

Northbound Through Right

Left

Southbound Through Right

62430.02

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 1 0 0 0 0

0 0 0 1 0 0 1 0

2 1 4 0 0 0 4 1

0 1 0 0 0 0 0 0

0 0 0 0 1 1 1 2

0 1 0 0 0 1 1 0

3 7 8 10 8 14 12 12

0 0 0 1 1 0 0 0

1 1 1 0 0 0 0 0

4 10 3 5 10 6 12 10

0 1 0 0 1 1 1 1

0

1

2

12

1

5

3

74

2

3

60

5

0

0

1

5

0

5

2

46

1

0

38

4

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:15 AM

-

12:15 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 1 0 0 0 0 0 0

0 0 0 0 0 0 1 0

0 0 0 0 0 0 1 0

1 0 2 1 1 1 1 3

0 0 0 0 0 0 0 0

0 0 1 0 3 0 0 0

0 0 0 1 1 1 0 1

8 7 10 13 8 9 6 7

0 0 0 0 0 0 1 0

1 0 1 0 0 0 0 1

8 12 16 8 12 8 8 13

1 1 1 1 1 1 0 0

1

1

1

10

0

4

4

68

1

3

85

6

1

0

0

4

0

4

2

38

0

1

48

4

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

2:00 PM

-

3:00 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0

0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0

0 0 0 2 1 0 1 0 1 0 0 0 0 0 0 0

1 2 1 0 1 1 2 0 0 0 1 0 0 0 2 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 1 1 1 0 2 0 1 1 2 1 0

1 0 0 0 1 0 0 0 0 2 0 0 0 1 0 0

8 10 11 5 6 11 10 11 5 9 8 5 3 3 8 5

1 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0

1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0

6 16 10 8 8 6 10 8 6 7 5 2 3 9 2 1

1 2 0 5 1 1 1 2 1 0 0 0 0 0 0 0

2

2

5

11

0

10

5

118

4

2

107

14

0

1

2

4

0

0

1

34

3

1

40

8

Roadway Count Summary Vanasse Hangen Brustlin, Inc.

County Intersection Date

Volusia

City

Garfield Ave

&

DeLand US 92-Intn'l Speedway Blvd

December 6, 2016

U-Turns & RTOR VHB Project #:

AM Peak Hour Time Period 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM

-

7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM

TOTAL

Peak Hour

7:00 AM

-

8:00 AM

Left

Northbound Through Right

Left

Southbound Through Right

62430.02

Left

Eastbound Through

Right

Left

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

13 10 3 4 4 5 3 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

2 0 3 3 0 2 3 3

3 1 8 1 2 1 0 1

0 0 0 0 0 0 0 0

1 2 1 0 6 3 2 1

2 3 1 4 2 2 1 3

0 0 0 0 0 0 0 0

3 4 3 10 4 6 1 3

0

0

42

0

0

16

17

0

16

18

0

34

0

0

30

0

0

8

13

0

4

10

0

20

Left

Eastbound Through

Right

Left

Mid-day Time Period 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM

-

11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM

TOTAL

Peak Hour

11:15 AM

-

12:15 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

1 5 3 1 2 1 4 3

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

5 5 6 11 10 6 7 7

3 2 1 1 0 1 0 0

0 0 0 0 0 0 0 0

0 3 2 4 4 2 0 3

3 1 13 9 8 5 4 3

0 0 0 0 0 0 0 0

1 7 3 7 5 8 1 3

0

0

20

0

0

57

8

0

18

46

0

35

0

0

11

0

0

32

4

0

13

31

0

22

Left

Eastbound Through

Right

Left

PM Peak Hour Time Period 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM

-

2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM

TOTAL

Peak Hour

2:45 PM

-

3:45 PM

Left

Northbound Through Right

Left

Southbound Through Right

Westbound Through Right

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

5 5 0 0 0 9 5 0 1 2 1 3 3 2 6 4

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 1 8 12 9 3 8 4 8 10 8 5 4 9 3 2

1 1 0 2 1 8 0 0 1 1 0 2 2 3 3 2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 2 2 0 7 4 2 1 1 1 1 2 3 1 1 1

3 3 7 3 4 4 4 1 3 2 8 1 4 1 5 5

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 6 3 7 0 2 2 0 9 0 4 2 8 5 2 0

0

0

46

0

0

100

27

0

33

58

0

52

0

0

14

0

0

32

11

0

13

15

0

11

Pedestrian&BicycleSummary Project#: 62430.02

NB/SB: GarfieldAve

Date: 12/6/2016

EB/WB: US92ͲIntn'lSpeedwayBlvd Hour

Ź

Westbound

Ż

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Bike

0

0

0

0

0

0

0

0

0

Ped

1

0

1

0

0

0

3

1

6

Bike

1

1

0

0

0

0

0

0

2

Ped

0

0

0

0

1

0

0

0

1

Southbound

Northbound

Southbound

Northbound

PedźBike

PedŸBike

PedźBike

PedŸBike

1

0

0

1

2

8:00

0

0

0

0

3

11:00

1

0

0

0

4

12:00

0

0

0

5

14:00

0

0

0

6

15:00

1

0

0

0

7

16:00

0

0

0

0

8

17:00

0

1

1

0

3

1

1

1

22

6

Hour

0

0

0

0

1

1

0

0

0

2

8:00

0

0

0

0

3

11:00

0

0

0

0

0

4

12:00

0

1

0

0

0

5

14:00

0

0

2

0

6

15:00

3

0

0

0

7

16:00

0

0

1

0

8

17:00

5

0

3

0

US92ͲIntn'lSpeedwayBlvd

GarfieldAve

7:00

1

8:00

GarfieldAve

Hour

Eastbound

7:00

US92ͲIntn'lSpeedwayBlvd

Eastbound

Ź

Westbound

Ż

Bike

0

0

0

0

0

2

0

0

2

Ped

0

0

0

0

1

0

0

1

2

Bike

0

0

0

0

0

0

0

0

0

Ped

0

0

0

0

1

0

0

0

1

7:00

8:00

11:00

12:00

14:00

15:00

16:00

17:00

1

2

3

4

5

6

7

8

Hour

7:00

TRAFFIC COUNT DATA VHB PROJECT NO: LOCATION CODE: COUNT LOCATION: EQUIPMENT ID:

62393.02 1 US 92 WB Approach of US 17 intersection (between US 17 and Alabama) P250

TYPE OF COUNT:

72 Hour

Classification Count

TIME OF COUNT: Start Date: End Date:

12/6/2016 12/9/2016

Start Time: End Time:

Midnight Midnight

VOLUMES: 12,144 1,472

Peak Hour Start Time: Average Peak Hour: Max Hour Truck Avg: Peak Hour Truck Avg:

K MEASURED

D MEASURED

Average Daily: Daily Truck Avg:

4:45 PM 1,118 142 137

TRAVEL CHARACTERISTICS:

K=

9.2%

D=

100.0%

T Max Hour T med (max) T heavy (max)

12.7% 6.9% 5.8%

T daily T med Daily T heavy Daily

12.1% 7.5% 4.6%

T Peak Hour T med Peak Hour T heavy Peak Hour

12.2% 6.5% 5.8%

HOURLY DISTRIBUTIONS OF TRAFFIC VOLUMES VHB PROJECT NO: LOCATION CODE: COUNT LOCATION: EQUIPMENT ID:

62393.02 1 US 92 WB Approach of US 17 intersection (between US 17 and Alabama) P250

HOUR ENDING AT 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM

HOURLY VOLUME DIRECTION (NB OR EB) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOURLY VOLUME DIRECTION (SB OR WB) 78 48 49 45 62 145 356 642 659 623 651 788 835 795 839 908 971 1,114 845 572 434 347 192 148

TOTAL VOLUME BOTH DIRECTIONS 78 48 49 45 62 145 356 642 659 623 651 788 835 795 839 908 971 1,114 845 572 434 347 192 148

DISTRIBUTION PERCENT DIRECTION (NB OR EB) #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

DISTRIBUTION PERCENT DIRECTION (SB OR WB) 0.65% 0.39% 0.40% 0.37% 0.51% 1.19% 2.93% 5.28% 5.42% 5.13% 5.36% 6.49% 6.87% 6.55% 6.91% 7.48% 7.99% 9.18% 6.96% 4.71% 3.58% 2.85% 1.58% 1.22%

TOTAL PERCENT BOTH DIRECTIONS 0.65% 0.39% 0.40% 0.37% 0.51% 1.19% 2.93% 5.28% 5.42% 5.13% 5.36% 6.49% 6.87% 6.55% 6.91% 7.48% 7.99% 9.18% 6.96% 4.71% 3.58% 2.85% 1.58% 1.22%

TOTALS

0

12,144

12,144

#DIV/0!

100.0%

100.0%

1,200 Vehicles Per Hour

1,000 800 600 400 200 0

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

Ending Hour of Day Total Volume

SB/WB

NB/EB

7:00 PM

9:00 PM

11:00 PM

ANNUAL VEHICLE CLASSIFICATION REPORT VHB PROJECT NO: 62393.02 LOCATION CODE: 1 COUNT LOCATION: US 92 WB Approach of US 17 intersection (between US 17 and Alabama) EQUIPMENT ID:

P250

Vehicle

Vehicle

Classification

Type

Volume

Percentage

Class 1

Motorcycles

206

1.13%

Class 2

Cars

12,942

71.03%

Class 3

Pick-Ups & Vans

2,862

15.71%

Class 4

Buses

107

0.59%

Class 5

2 Axle, Single Unit Trucks

1,260

6.92%

Class 6

3 Axle, Single Unit Trucks

338

1.86%

Class 7

4 Axle, Single Unit Trucks

104

0.57%

Class 8

2 Axle Trctr with 1 or 2 Axle Trlr, 3 Axle Trctr with 1 Axle

114

0.63%

Class 9

3 Axle Tractor with 2 Axle Trailer

126

0.69%

Class 10

3 Axle Tractor with 3 Axle Trailer

13

0.07%

Class 11

5 Axle Multi Trailer

62

0.34%

Class 12

6 Axle Multi Trailer

35

0.19%

Class 13

7 or more Axles

52

0.29%

Class 14

Not Used

0

0.00%

Class 15

Other

0

0.00%

18,221

100.00%

TOTALS

Average Daily Statistics

US92/InternationalSpeedwayBoulevardatUS17/WoodlandBoulevard



Exhibit1:LookingwesttowardstheintersectiononWBUS92 



Exhibit2:LookingeastawayfromtheintersectiononWBUS92



US92/InternationalSpeedwayBoulevardatUS17/WoodlandBoulevard



Exhibit3:LookingeasttowardstheintersectiononEBUS92 



Exhibit4:LookingwestawayfromtheintersectiononEBUS92



US92/InternationalSpeedwayBoulevardatUS17/WoodlandBoulevard



Exhibit5:LookingnorthtowardstheintersectiononNBUS17/WoodlandBoulevard 



Exhibit6:LookingsouthawayfromtheintersectiononNBUS17/WoodlandBoulevard

US92/InternationalSpeedwayBoulevardatUS17/WoodlandBoulevard



Exhibit7:LookingsouthtowardstheintersectiononSBUS17/WoodlandBoulevard 



Exhibit8:LookingnorthtowardstheintersectiononSBUS17/WoodlandBoulevard

         APPENDIXD:CrashData



US92/InternationalSpeedwayBlvdfromUS17/WoodlandBlvdtoGarfieldAveͲCrashSummary (Jan1,2013ͲDec31,2015) Property Damage US92/InternationalSpeedwayBlvd&US17/WoodlandBlvd

#

CrashID

Date

A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 A20 A21 A22 A23 A24 A25 A26 A27 A28 A29 A30 A31 A32 A33 A34 A35 A36 A37 A38 A39 A40 A41 A42 A43 A44 A45 A46 A47 A48 A49

11278992 11682048 11682057 12161441 12161476 12162139 12162339 73480015 73480055 73480193 73480260 73480302 73480326 73480369 73480472 73480640 73480641 73480705 73480721 73480743 73480763 73480801 73480878 73480908 73481188 73481742 73481854 73481894 73481899 73481923 73481940 73483592 73484804 73484815 73484974 75508265 75509754 75509771 85807723 85807776 85807822 85807871 85807904 85807926 85808036 85808071 85808113 86160781 86161282

3/4/2014 6/18/2013 1/4/2013 4/9/2013 3/6/2013 4/25/2013 4/26/2014 6/6/2013 2/25/2013 6/17/2014 7/22/2013 5/28/2013 6/14/2013 2/15/2015 9/30/2013 3/29/2014 3/29/2014 5/6/2014 2/8/2015 10/6/2014 10/26/2014 1/4/2014 12/5/2014 11/25/2014 3/28/2013 11/2/2013 12/3/2013 1/16/2014 1/16/2014 3/21/2014 3/7/2014 8/11/2014 9/20/2014 7/14/2014 12/9/2014 4/13/2015 8/16/2014 9/27/2015 3/4/2015 4/11/2015 4/15/2015 8/24/2015 6/23/2015 8/10/2015 5/6/2015 5/19/2015 10/20/2015 8/27/2015 12/15/2015

Time

7:47PM 9:22AM 5:50PM 10:18PM 6:29PM 7:45AM 9:49PM 4:10PM 4:48PM 10:48AM 8:45AM 9:50AM 8:10AM 9:11PM 5:31PM 11:12AM 9:34PM 8:47PM 12:46PM 5:00PM 9:12PM 8:28PM 11:49AM 2:01PM 9:37PM 8:22PM 4:13PM 9:07AM 7:00PM 1:25PM 7:39PM 12:42PM 2:00AM 3:14PM 2:50PM 11:17PM 11:49AM 1:24AM 11:58PM 10:29PM 9:11AM 8:04AM 12:46PM 12:07PM 9:01PM 6:33AM 3:36PM 5:25PM 1:25PM

CrashType Fatalities Injuries RearEnd LeftTurn RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd Sideswipe OffRoad RearEnd LeftTurn RearEnd RearEnd RearEnd LeftTurn LeftTurn RearEnd RearEnd RearEnd RearEnd Sideswipe RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd Sideswipe RearEnd LeftTurn RearEnd RearEnd RearEnd Sideswipe RearEnd RightTurn RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd RearEnd

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 2 0 1 0 1 0 0 4 1 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0

$0 $600 $0 $0 $1,000 $50 $0 $0 $500 $89 $1,000 $1,000 $1,000 $8,000 $0 $0 $600 $8,000 $3,000 $200 $6,000 $101 $0 $3,000 $7,500 $200 $800 $0 $1,000 $0 $0 $12,000 $1,500 $10,000 $250 $2,500 $3,601 $1,000 $0 $2,000 $2,000 $500 $0 $0 $3,900 $1,000 $1,001 $2 $0

Day/Night

Wet/Dry

Unknown Daylight Unknown Unknown Daylight Unknown Unknown Daylight Daylight Unknown Unknown DarkͲLighted Daylight DarkͲNotLighted Unknown Unknown DarkͲLighted DarkͲLighted Daylight Daylight DarkͲLighted DarkͲNotLighted Unknown Unknown DarkͲLighted DarkͲLighted Daylight Unknown Unknown Unknown Daylight Daylight Unknown Daylight Daylight Unknown Daylight DarkͲLighted Unknown DarkͲLighted Daylight Daylight Unknown Unknown DarkͲLighted Dawn Daylight Unknown Unknown

Unknown Dry Unknown Unknown Dry Unknown Unknown Wet Dry Unknown Unknown Dry Dry Dry Unknown Unknown Dry Dry Dry Dry Dry Dry Unknown Unknown Dry Dry Dry Unknown Unknown Unknown Dry Dry Unknown Dry Dry Unknown Dry Dry Unknown Dry Dry Dry Unknown Unknown Dry Dry Dry Unknown Unknown

US92/InternationalSpeedwayBlvdfromUS17/WoodlandBlvdtoGarfieldAveͲCrashSummary (Jan1,2013ͲDec31,2015)

#

CrashID

S1 S2 S3 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19

Property Day/Night Damage US92/InternationalSpeedwayBlvd:B/WUS17/WoodlandBlvd&AmeliaAve Date

Time

11278472 73480654 73480717

3/16/2013 4/10/2014 10/28/2014

11:13AM 6:40AM 2:25PM

12162186 12162374 73480241 73480352 73480491 73480578 73480813 73480894 73481837 73481913 73482701 73482868 73483558 73483582 75507009 81959770 85807725 86160783 86161017

4/11/2013 3/22/2013 5/2/2013 6/23/2013 10/30/2014 4/29/2014 11/2/2014 1/5/2015 11/23/2013 2/18/2014 5/20/2013 3/31/2014 12/20/2014 8/24/2014 10/22/2013 1/4/2013 4/12/2015 9/17/2015 10/8/2015

CrashType Fatalities Injuries RearEnd Sideswipe Sideswipe

0 0 0

0 0 0

$9,000 $1,200 $0

Wet/Dry

Unknown Dawn Unknown

Unknown Dry Unknown

Daylight Unknown Unknown Daylight Unknown Unknown Unknown Daylight Daylight Unknown Dusk Unknown DarkͲLighted Daylight Daylight Daylight Daylight Daylight Daylight

Dry Unknown Unknown Dry Unknown Unknown Unknown Dry Dry Unknown Wet Unknown Dry Dry Dry Wet Dry Wet Dry

Daylight Daylight

Dry Dry

DarkͲLighted Daylight Dusk Daylight Unknown Daylight Daylight DarkͲLighted Daylight Unknown Unknown Daylight Daylight Daylight DarkͲLighted Daylight

Dry Dry Dry Dry Unknown Dry Dry Dry Dry Unknown Unknown Dry Dry Dry Dry Dry

US92/InternationalSpeedwayBlvd&AmeliaAve 9:02AM 9:56AM 9:25PM 6:23PM 3:27PM 12:59PM 10:30AM 9:56AM 7:36AM 10:06AM 9:04PM 7:34PM 9:40PM 4:39PM 7:34AM 12:04PM 2:50PM 5:27PM 11:38AM

LeftTurn Sideswipe Angle RightTurn RearEnd RearEnd Angle RightTurn Angle Sideswipe LeftTurn RearEnd RearEnd RearEnd Sideswipe RearEnd RearEnd RearEnd LeftTurn

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 1 0 0 0 0 0 0 1 0 4 0 0 3 0 1 0 1 0

$7,000 $1,400 $0 $3,500 $2 $3,000 $0 $1,800 $24,000 $0 $20,000 $0 $400 $3,000 $3,000 $7,500 $2,000 $15,000 $7,000

US92/InternationalSpeedwayBlvd:B/WAmeliaAve&GarfieldAve S5 S6

85807734 85807839

2/13/2015 3/5/2015

C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16

11682558 73480069 73480340 73480521 73480608 73480886 73481401 73481835 73481845 73481904 73483865 73484840 85807797 85807937 86161021 86161083

1/19/2013 7/19/2013 11/9/2013 3/1/2014 2/18/2014 12/23/2014 12/3/2013 11/20/2013 11/15/2013 1/21/2014 1/31/2014 9/15/2014 7/31/2015 4/1/2015 10/23/2015 10/30/2015

5:13PM 4:44PM

LeftTurn Angle

0 0

0 0

$12,000 $900

US92/InternationalSpeedwayBlvd&GarfieldAve 8:10PM 4:05PM 4:45PM 12:23PM 6:20AM 1:10PM 4:25PM 7:17PM 7:40AM 4:00PM 2:25PM 11:32AM 7:24PM 2:58PM 7:18PM 5:54PM

RearEnd Angle RearEnd RearEnd RearEnd RearEnd RearEnd Sideswipe RearEnd RearEnd RearEnd RearEnd Sideswipe LeftTurn RearEnd Angle

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 1 0 0 0 2 3 0 0 0 0 1 4 0 3

$4,000 $8,000 $4,100 $4,000 $8,000 $6,000 $46,100 $2,000 $0 $1 $0 $2,000 $4,000 $20,000 $1,500 $6,000

         APPENDIXE:TrafficOperationAnalysis And SignalTimingSheets                   

SimTraffic Simulation Summary Existing AM

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 7:20 8:30 70 60 2 1 3702 3697 130 135 0 0 2829 133.9 57.2 4277 109.5

10 7:20 8:30 70 60 2 1 3698 3720 138 116 1 0 2824 134.0 57.6 4158 108.8

2 7:20 8:30 70 60 2 1 3828 3842 142 128 1 2 2914 141.3 61.9 4541 114.4

3 7:20 8:30 70 60 2 1 3642 3655 138 125 1 0 2791 135.2 59.6 4327 109.1

7 7:20 8:30 70 60 2 1 3816 3843 145 118 1 1 2926 140.5 61.1 4536 113.8

8 7:20 8:30 70 60 2 1 3716 3762 173 127 0 2 2860 135.9 58.2 4368 111.2

9 7:20 8:30 70 60 2 1 3789 3806 146 129 1 0 2921 139.6 60.4 4349 113.9

Avg 7:20 8:30 70 60 2 1 3744 3759 134 124 0 0 2866 136.9 59.2 4347 111.4

4 7:20 8:30 70 60 2 1 3678 3670 124 132 0 1 2811 133.3 56.9 4183 108.9

5 7:20 8:30 70 60 2 1 3828 3827 136 137 0 2 2915 137.9 59.0 4359 112.7

6 7:20 8:30 70 60 2 1 3760 3764 126 122 1 2 2865 137.9 60.2 4373 111.4

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 3702 3697 130 135 0 0 2829 133.9 57.2 4277 109.5

10 3698 3720 138 116 1 0 2824 134.0 57.6 4158 108.8

2 3828 3842 142 128 1 2 2914 141.3 61.9 4541 114.4

3 3642 3655 138 125 1 0 2791 135.2 59.6 4327 109.1

7 3816 3843 145 118 1 1 2926 140.5 61.1 4536 113.8

8 3716 3762 173 127 0 2 2860 135.9 58.2 4368 111.2

9 3789 3806 146 129 1 0 2921 139.6 60.4 4349 113.9

Avg 3744 3759 134 124 0 0 2866 136.9 59.2 4347 111.4

4 3678 3670 124 132 0 1 2811 133.3 56.9 4183 108.9

5 3828 3827 136 137 0 2 2915 137.9 59.0 4359 112.7

6 3760 3764 126 122 1 2 2865 137.9 60.2 4373 111.4

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Existing AM

01/30/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.1 0.5 8.3 41.1 7.0 34.7 567 0.78 196.6 14.2 14 7.1 27.7 94 2280 270 716 720 720 724 99 0 0 306 14

WB 0.0 0.0 7.5 35.3 6.6 31.4 454 0.60 35.8 8.6 4 2.4 15.2 12 337 30 758 759 759 759 100 0 0 162 9

NB 0.2 1.6 3.5 25.6 2.7 20.3 214 0.44 129.8 6.8 20 4.4 29.5 63 2476 208 479 478 478 478 100 0 0 877 7

SB 0.3 1.4 9.2 36.6 7.7 30.7 641 0.71 241.3 15.4 16 8.3 29.2 105 3687 348 879 881 881 874 101 0 0 480 15

All 0.7 0.8 28.4 35.6 24.1 30.1 1876 0.65 603.5 44.9 14 22.1 27.3 274 8779 855 2832 2838 2838 2835 100 0 0 422 44

SimTraffic Report Page 3

SimTraffic Performance Report Existing AM

01/30/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.2 0.8 0.0 0.0 0 0.00 47.2 1.3 36 1.7 28.1 40 1554 119 1134 1133 1133 1134 100 0 0 510 1

WB 0.0 0.0 0.8 3.5 0.1 0.5 21 0.03 96.9 3.1 31 5.2 18.5 107 4366 355 794 796 796 795 100 0 0 798 3

NB 0.0 0.1 0.1 3.1 0.1 2.6 85 1.00 3.9 0.3 14 0.1 40.2 1 24 2 85 85 85 89 96 0 0

SB 0.0 0.1 0.0 4.2 0.0 4.0 12 1.00 0.5 0.0 12 0.0 43.4 0 1 0 12 12 12 11 109 0 0

0

0

All 0.0 0.0 1.1 2.0 0.2 0.3 118 0.06 148.5 4.7 31 7.0 21.1 148 5944 475 2025 2026 2026 2029 100 0 0 763 5

SimTraffic Report Page 4

SimTraffic Performance Report Existing AM

01/30/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 6.4 19.0 4.0 11.7 576 0.47 144.5 9.9 15 5.2 28.0 60 1932 194 1200 1201 1201 1205 100 0 0 254 10

WB 0.0 0.0 5.2 22.3 4.0 17.1 437 0.52 101.3 7.7 13 3.4 29.6 47 1281 143 833 835 835 830 101 0 0 334 8

NB 0.0 1.0 1.8 34.6 1.6 30.7 157 0.85 26.1 2.7 10 1.2 21.2 12 499 36 183 182 182 184 99 0 0 569 3

SB 0.0 1.1 1.0 34.2 0.9 31.6 91 0.88 17.1 1.6 11 0.7 23.5 11 323 30 104 104 104 101 103 0 0 1112 2

All 0.1 0.1 14.4 22.1 10.5 16.0 1261 0.54 288.9 21.8 13 10.5 27.4 129 4035 402 2320 2322 2322 2320 100 0 0 382 22

SimTraffic Report Page 5

SimTraffic Performance Report Existing AM

01/30/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 1.6 4.7 0.1 0.3 29 0.02 153.9 5.3 29 8.2 18.8 143 6116 494 1223 1222 1222 1225 100 0 0 492 5

WB 0.0 0.0 0.4 1.9 0.0 0.1 3 0.00 101.3 2.8 36 4.3 23.8 80 3228 275 824 826 826 824 100 0 0 892 3

NB 0.0 0.1 0.0 11.7 0.0 12.0 2 1.00 0.1 0.0 5 0.0 22.7 0 0 0 2 2 2 2 100 0 0

SB 0.0 0.1 0.0 2.9 0.0 2.7 29 1.00 1.7 0.1 16 0.0 44.9 1 13 1 29 29 29 28 104 0 0

0

0

All 0.0 0.0 2.1 3.6 0.2 0.3 63 0.03 256.9 8.2 31 12.5 20.6 223 9357 770 2078 2079 2079 2079 100 0 0 674 8

SimTraffic Report Page 6

SimTraffic Performance Report Existing AM

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 2.7 8.1 1.0 2.9 233 0.20 146.1 6.1 24 4.5 32.6 67 2074 231 1183 1184 1184 1186 100 0 0 310 6

WB 0.2 0.7 1.9 7.3 1.1 4.1 243 0.26 260.0 8.1 33 7.5 34.5 133 4195 483 933 934 934 932 100 0 0 741 8

NB 0.0 0.2 1.8 38.1 1.6 34.7 141 0.84 31.2 2.9 11 1.3 23.6 10 313 29 163 164 164 157 104 0 0 349 3

SB 0.1 2.7 0.8 42.3 0.8 40.7 61 0.87 11.0 1.3 9 0.5 21.7 13 218 28 68 68 68 68 100 0 0 1307 1

All 0.3 0.4 7.2 10.9 4.4 6.7 678 0.29 448.3 18.4 25 13.8 32.4 223 6800 772 2347 2350 2350 2343 100 0 0 575 18

SimTraffic Report Page 7

SimTraffic Performance Report Existing AM

01/30/2017

Total Network Performance 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 SK

1.0 1.0 58.2 54.0 40.2 37.3 4347 1.12 2865.7 136.9 21 111.4 25.7 1746 59740 5773 3744 3759 3759 18968 20 0 0 362 136

SimTraffic Report Page 8

SimTraffic Simulation Summary Existing Mid

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 11:20 12:30 70 60 2 1 4418 4436 161 143 2 0 3056 159.4 73.1 5310 122.7

10 11:20 12:30 70 60 2 1 4490 4513 164 141 0 2 3095 164.9 77.4 5479 124.7

2 11:20 12:30 70 60 2 1 4383 4442 179 120 2 0 2994 157.2 72.3 5152 120.0

3 11:20 12:30 70 60 2 1 4405 4397 157 165 0 1 3032 158.1 72.5 5250 121.9

7 11:20 12:30 70 60 2 1 4513 4501 165 177 1 1 3094 165.6 77.8 5500 125.6

8 11:20 12:30 70 60 2 1 4297 4301 163 159 0 3 2920 155.5 72.5 5205 118.1

9 11:20 12:30 70 60 2 1 4482 4480 158 160 0 1 3093 165.6 78.1 5607 125.7

Avg 11:20 12:30 70 60 2 1 4425 4438 158 147 0 0 3039 160.0 74.0 5324 122.4

4 11:20 12:30 70 60 2 1 4347 4373 176 150 1 1 2986 155.2 70.7 5128 119.6

5 11:20 12:30 70 60 2 1 4380 4374 150 156 0 1 3018 156.5 71.3 5115 120.1

6 11:20 12:30 70 60 2 1 4552 4547 150 155 0 2 3107 162.3 74.2 5462 125.3

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 4418 4436 161 143 2 0 3056 159.4 73.1 5310 122.7

10 4490 4513 164 141 0 2 3095 164.9 77.4 5479 124.7

2 4383 4442 179 120 2 0 2994 157.2 72.3 5152 120.0

3 4405 4397 157 165 0 1 3032 158.1 72.5 5250 121.9

7 4513 4501 165 177 1 1 3094 165.6 77.8 5500 125.6

8 4297 4301 163 159 0 3 2920 155.5 72.5 5205 118.1

9 4482 4480 158 160 0 1 3093 165.6 78.1 5607 125.7

Avg 4425 4438 158 147 0 0 3039 160.0 74.0 5324 122.4

4 4347 4373 176 150 1 1 2986 155.2 70.7 5128 119.6

5 4380 4374 150 156 0 1 3018 156.5 71.3 5115 120.1

6 4552 4547 150 155 0 2 3107 162.3 74.2 5462 125.3

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Existing Mid

01/30/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.2 1.0 9.1 53.4 8.2 47.6 513 0.83 164.2 14.2 12 6.6 24.7 83 2108 238 600 605 605 602 100 0 0 306 14

WB 0.0 0.1 8.2 30.8 7.1 26.8 521 0.54 44.8 9.6 5 2.8 16.1 17 475 44 955 943 943 958 98 0 0 145 10

NB 0.3 1.5 7.5 31.5 6.0 25.0 424 0.49 229.5 13.4 18 7.8 29.3 112 4233 358 847 848 848 828 102 0 0 443 13

SB 0.3 1.4 10.5 42.5 9.0 36.3 652 0.73 239.3 16.7 15 8.6 27.9 110 3930 354 872 875 875 866 101 0 0 441 16

All 0.9 1.0 35.4 38.3 30.3 32.7 2110 0.63 677.9 53.9 13 25.9 26.2 322 10746 994 3274 3271 3271 3254 101 0 0 352 53

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01/30/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.2 0.7 0.0 0.0 1 0.00 37.4 1.0 37 1.5 24.4 40 1575 116 905 904 904 892 101 0 0 655 1

WB 0.0 0.0 1.3 4.9 0.2 0.8 55 0.06 118.2 4.4 27 7.2 16.5 149 6077 490 982 978 978 976 100 0 0 568 4

NB 0.0 0.2 0.1 3.6 0.1 2.9 119 1.00 5.5 0.4 14 0.1 36.8 1 34 3 119 119 119 116 103 0 0

SB 0.0 0.2 0.1 5.5 0.1 4.9 97 1.00 4.0 0.4 11 0.1 34.0 1 26 3 98 97 97 97 100 0 0

0

0

All 0.0 0.0 1.8 3.0 0.4 0.8 272 0.13 165.1 6.2 27 9.0 18.4 190 7712 611 2104 2098 2098 2081 101 0 0 588 6

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SimTraffic Performance Report Existing Mid

01/30/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 6.9 24.4 5.2 18.5 557 0.55 119.8 10.0 12 5.0 24.0 77 2462 225 1016 1010 1010 998 101 0 0 253 10

WB 0.0 0.0 8.2 30.9 6.2 23.4 640 0.67 115.8 11.1 10 4.6 25.0 72 1896 191 943 951 951 943 101 0 0 230 11

NB 0.1 1.4 2.3 38.3 2.0 34.0 178 0.83 29.8 3.3 9 1.5 19.9 15 601 43 208 210 210 206 102 0 0 463 3

SB 0.1 1.3 2.9 39.3 2.6 35.1 219 0.83 42.4 4.4 10 2.0 21.5 13 651 43 258 260 260 263 99 0 0 402 4

All 0.2 0.3 20.3 29.8 16.0 23.5 1594 0.65 307.7 28.8 11 13.1 23.5 176 5611 503 2425 2431 2431 2410 101 0 0 290 29

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SimTraffic Performance Report Existing Mid

01/30/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 1.2 4.5 0.2 0.9 64 0.07 119.6 4.2 28 6.5 18.4 156 5826 493 949 947 947 938 101 0 0 619 4

WB 0.0 0.0 0.6 2.3 0.0 0.1 4 0.00 107.5 3.2 34 4.7 22.9 123 4260 379 866 868 868 864 100 0 0 795 3

NB 0.0 0.1 0.0 9.5 0.0 9.7 4 1.00 0.1 0.0 6 0.0 24.3 0 0 0 4 4 4 4 100 0 0

SB 0.0 0.1 0.1 3.6 0.1 2.9 102 1.00 5.8 0.4 15 0.2 36.8 1 38 3 102 102 102 103 99 0 0

0

0

All 0.0 0.0 1.9 3.5 0.4 0.7 174 0.09 232.9 7.7 30 11.4 20.5 280 10125 876 1921 1921 1921 1909 101 0 0 715 8

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SimTraffic Performance Report Existing Mid

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 2.5 10.4 1.3 5.2 272 0.31 105.7 5.0 21 3.1 34.4 71 1742 210 861 861 861 859 100 0 0 375 5

WB 0.2 0.7 2.0 7.5 1.1 4.1 251 0.26 261.9 8.2 33 7.6 34.6 186 5066 613 941 938 938 926 101 0 0 729 8

NB 0.0 0.2 1.4 43.3 1.3 40.0 97 0.84 21.9 2.2 10 1.0 22.3 4 179 14 114 115 115 117 98 0 0 464 2

SB 0.1 1.8 1.6 38.9 1.5 37.1 128 0.89 22.8 2.6 9 1.1 21.7 15 307 38 142 143 143 148 97 0 0 666 3

All 0.3 0.5 7.5 12.9 5.1 8.9 748 0.36 412.2 18.0 23 12.7 32.5 276 7294 875 2058 2057 2057 2050 100 0 0 588 18

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SimTraffic Performance Report Existing Mid

01/30/2017

Total Network Performance 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 SK

1.3 1.1 72.6 57.0 53.4 41.9 5324 1.16 3039.3 160.0 19 122.4 24.8 2153 68912 6753 4425 4438 4438 19576 23 0 0 310 159

SimTraffic Report Page 8

SimTraffic Simulation Summary Existing PM

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 4:30 5:40 70 60 2 1 5244 5233 218 229 1 1 3831 219.0 111.6 7243 156.8

10 4:30 5:40 70 60 2 1 5420 5415 205 210 3 0 3985 231.2 119.9 7612 163.1

2 4:30 5:40 70 60 2 1 5355 5355 239 239 2 1 3904 227.4 118.1 7496 159.8

3 4:30 5:40 70 60 2 1 5224 5196 199 227 2 1 3852 220.5 113.2 7251 157.5

7 4:30 5:40 70 60 2 1 5270 5271 223 222 2 1 3835 218.2 110.7 7125 155.6

8 4:30 5:40 70 60 2 1 5299 5297 214 216 1 2 3882 220.8 112.2 7270 158.5

9 4:30 5:40 70 60 2 1 5378 5412 257 223 0 0 3966 230.1 119.4 7548 162.5

Avg 4:30 5:40 70 60 2 1 5319 5315 217 220 0 0 3892 223.8 115.0 7362 159.2

4 4:30 5:40 70 60 2 1 5328 5330 220 218 1 2 3873 224.4 115.8 7417 159.3

5 4:30 5:40 70 60 2 1 5289 5295 233 227 1 1 3848 220.3 112.4 7191 157.2

6 4:30 5:40 70 60 2 1 5367 5349 199 217 0 0 3949 226.5 116.3 7483 162.0

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 5244 5233 218 229 1 1 3831 219.0 111.6 7243 156.8

10 5420 5415 205 210 3 0 3985 231.2 119.9 7612 163.1

2 5355 5355 239 239 2 1 3904 227.4 118.1 7496 159.8

3 5224 5196 199 227 2 1 3852 220.5 113.2 7251 157.5

7 5270 5271 223 222 2 1 3835 218.2 110.7 7125 155.6

8 5299 5297 214 216 1 2 3882 220.8 112.2 7270 158.5

9 5378 5412 257 223 0 0 3966 230.1 119.4 7548 162.5

Avg 5319 5315 217 220 0 0 3892 223.8 115.0 7362 159.2

4 5328 5330 220 218 1 2 3873 224.4 115.8 7417 159.3

5 5289 5295 233 227 1 1 3848 220.3 112.4 7191 157.2

6 5367 5349 199 217 0 0 3949 226.5 116.3 7483 162.0

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Existing PM

01/30/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.2 1.0 8.2 44.8 7.2 39.2 516 0.78 179.0 13.8 13 6.8 26.4 58 1723 184 655 643 643 653 98 0 0 317 14

WB 0.0 0.1 13.8 34.9 11.9 30.2 1012 0.71 64.5 15.8 4 4.6 14.1 16 530 49 1413 1394 1394 1395 100 0 0 88 16

NB 0.3 1.1 11.4 42.3 9.1 33.7 616 0.64 258.0 17.8 15 9.1 28.2 81 3763 291 948 957 957 937 102 0 0 331 17

SB 0.5 1.6 13.1 45.9 11.2 39.3 789 0.77 274.9 20.4 14 10.1 27.2 82 3797 305 1001 1017 1017 1012 100 0 0 362 20

All 1.0 0.9 46.5 41.0 39.5 34.8 2933 0.72 776.3 67.7 12 30.6 25.4 238 9814 828 4017 4011 4011 3997 100 0 0 280 67

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SimTraffic Performance Report Existing PM

01/30/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.2 0.8 0.0 0.0 0 0.00 41.9 1.2 36 1.4 30.7 26 1138 80 986 986 986 994 99 0 0 570 1

WB 0.0 0.0 2.5 6.2 0.2 0.5 46 0.03 181.2 7.0 26 10.4 17.3 147 6736 551 1462 1457 1457 1436 101 0 0 353 7

NB 0.0 0.1 0.1 3.2 0.1 2.7 92 0.99 4.2 0.3 14 0.1 38.0 1 29 3 92 92 92 93 99 0 0

SB 0.0 0.1 0.1 10.9 0.1 10.5 49 1.02 2.0 0.3 8 0.1 28.0 0 11 1 49 48 48 48 100 0 0

0

0

All 0.0 0.0 2.9 4.1 0.4 0.6 187 0.07 229.2 8.8 26 12.0 19.1 174 7914 634 2589 2583 2583 2571 100 0 0 412 9

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SimTraffic Performance Report Existing PM

01/30/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 10.9 36.3 8.2 27.5 687 0.64 129.2 14.1 9 5.7 22.8 45 1548 143 1063 1074 1074 1074 100 0 0 179 14

WB 0.0 0.0 16.0 39.4 11.4 28.0 1086 0.74 177.8 20.4 9 8.0 22.1 54 1908 173 1433 1454 1454 1429 102 0 0 125 20

NB 0.1 1.4 3.2 39.7 2.8 34.5 240 0.84 40.5 4.6 9 2.0 20.0 15 735 49 284 281 281 273 103 0 0 337 4

SB 0.2 1.5 4.6 42.5 4.0 37.0 320 0.82 63.2 6.8 9 2.9 21.6 24 1007 73 384 383 383 379 101 0 0 257 7

All 0.3 0.3 34.7 38.8 26.4 29.5 2333 0.72 410.7 45.9 9 18.7 22.0 138 5199 438 3164 3192 3192 3155 101 0 0 182 46

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SimTraffic Performance Report Existing PM

01/30/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 1.9 6.0 0.3 1.0 42 0.04 141.5 5.4 26 8.2 17.3 115 5844 415 1122 1115 1115 1116 100 0 0 482 5

WB 0.0 0.0 1.6 4.3 0.0 0.1 7 0.01 170.1 5.7 30 7.0 24.2 97 4469 347 1374 1372 1372 1371 100 0 0 443 6

NB 0.0 0.1 0.0 10.9 0.0 11.1 8 1.14 0.2 0.0 6 0.0 24.1 0 1 0 8 7 7 6 117 0 0

SB 0.0 0.2 0.1 4.6 0.1 3.9 104 1.00 5.9 0.4 14 0.2 35.0 1 40 4 104 104 104 100 104 0 0

0

0

All 0.0 0.0 3.7 5.0 0.5 0.7 161 0.06 317.7 11.5 28 15.4 20.7 213 10354 766 2608 2598 2598 2593 100 0 0 481 11

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SimTraffic Performance Report Existing PM

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 5.2 17.5 2.8 9.6 463 0.43 131.2 8.3 16 4.2 31.1 38 1248 137 1067 1057 1057 1065 99 0 0 228 8

WB 0.3 0.7 5.1 12.9 2.7 6.7 461 0.32 392.9 14.4 28 11.5 34.2 106 4740 453 1412 1406 1406 1407 100 0 0 417 14

NB 0.0 0.2 1.8 49.4 1.7 46.0 113 0.84 25.1 2.7 9 1.2 21.4 7 248 22 131 133 133 127 105 0 0 370 3

SB 0.1 2.1 3.0 45.4 2.8 43.1 199 0.84 37.0 4.7 8 1.8 20.1 14 370 42 231 234 234 223 105 0 0 370 5

All 0.4 0.5 15.1 19.0 10.1 12.6 1236 0.43 586.2 30.0 20 18.7 31.3 166 6606 654 2841 2830 2830 2822 100 0 0 352 30

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SimTraffic Performance Report Existing PM

01/30/2017

Total Network Performance 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 SK

1.7 1.1 113.3 73.7 80.1 52.1 7362 1.33 3892.5 223.8 18 159.2 24.4 1629 66849 5880 5319 5315 5315 25152 21 0 0 221 222

SimTraffic Report Page 8

SimTraffic Simulation Summary Proposed AM

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 7:20 8:30 70 60 2 1 3703 3693 134 144 2 0 2826 135.5 59.1 4308 109.3

10 7:20 8:30 70 60 2 1 3749 3729 118 138 0 1 2875 135.3 57.3 4195 109.7

2 7:20 8:30 70 60 2 1 3802 3790 132 144 1 0 2887 139.9 61.2 4467 112.0

3 7:20 8:30 70 60 2 1 3703 3719 126 110 1 1 2835 136.9 60.1 4383 109.5

7 7:20 8:30 70 60 2 1 3667 3658 119 128 1 0 2777 133.5 57.9 4252 107.7

8 7:20 8:30 70 60 2 1 3769 3768 140 141 0 1 2857 136.8 59.0 4422 110.8

9 7:20 8:30 70 60 2 1 3799 3772 114 141 1 1 2915 139.6 60.6 4469 112.7

Avg 7:20 8:30 70 60 2 1 3733 3725 125 129 1 0 2849 136.4 59.1 4344 110.0

4 7:20 8:30 70 60 2 1 3741 3766 139 114 2 0 2863 137.1 59.2 4323 110.7

5 7:20 8:30 70 60 2 1 3608 3599 142 151 2 1 2777 131.1 55.9 4188 106.8

6 7:20 8:30 70 60 2 1 3780 3768 124 136 0 0 2874 138.6 60.7 4408 111.0

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

SimTraffic Simulation Summary Proposed 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)

1 3703 3693 134 144 2 0 2826 135.5 59.1 4308 109.3

10 3749 3729 118 138 0 1 2875 135.3 57.3 4195 109.7

2 3802 3790 132 144 1 0 2887 139.9 61.2 4467 112.0

3 3703 3719 126 110 1 1 2835 136.9 60.1 4383 109.5

7 3667 3658 119 128 1 0 2777 133.5 57.9 4252 107.7

8 3769 3768 140 141 0 1 2857 136.8 59.0 4422 110.8

9 3799 3772 114 141 1 1 2915 139.6 60.6 4469 112.7

Avg 3733 3725 125 129 1 0 2849 136.4 59.1 4344 110.0

4 3741 3766 139 114 2 0 2863 137.1 59.2 4323 110.7

5 3608 3599 142 151 2 1 2777 131.1 55.9 4188 106.8

6 3780 3768 124 136 0 0 2874 138.6 60.7 4408 111.0

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Proposed AM

01/30/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.1 0.5 8.3 41.0 7.0 34.6 570 0.78 196.7 14.2 14 7.1 27.8 91 2222 261 719 719 719 724 99 0 0 306 14

WB 0.0 0.0 7.6 36.4 6.8 32.4 458 0.61 35.6 8.7 4 2.4 14.9 12 328 28 752 753 753 759 99 0 0 159 9

NB 0.2 1.6 3.4 26.0 2.7 20.7 217 0.46 126.8 6.7 19 4.2 29.9 60 2339 201 469 468 468 478 98 0 0 888 7

SB 0.3 1.4 9.3 37.0 7.8 31.0 648 0.71 243.3 15.6 16 8.3 29.3 104 3667 345 889 887 887 874 101 1 0 473 15

All 0.6 0.8 28.7 36.0 24.3 30.6 1893 0.66 602.5 45.2 14 22.0 27.3 267 8556 836 2829 2827 2827 2835 100 1 0 420 45

SimTraffic Report Page 3

SimTraffic Performance Report Proposed AM

01/30/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.2 0.8 0.0 0.0 0 0.00 47.0 1.3 36 1.7 28.2 40 1543 120 1128 1126 1126 1134 99 0 0 510 1

WB 0.0 0.0 0.8 3.8 0.1 0.5 30 0.04 96.2 3.2 30 5.2 18.3 99 4248 335 789 789 789 795 99 0 0 807 3

NB 0.0 0.1 0.1 3.1 0.1 2.6 86 1.00 3.9 0.3 14 0.1 39.1 1 26 2 86 86 86 89 97 0 0

SB 0.0 0.1 0.0 4.0 0.0 3.9 11 1.00 0.5 0.0 13 0.0 46.5 0 1 0 11 11 11 11 100 0 0

0

0

All 0.0 0.0 1.2 2.1 0.2 0.3 127 0.06 147.5 4.8 31 7.0 21.0 140 5818 457 2014 2012 2012 2029 99 0 0 769 5

SimTraffic Report Page 4

SimTraffic Performance Report Proposed AM

01/30/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 6.6 19.5 4.1 12.2 598 0.49 143.5 10.0 14 5.2 27.6 59 1964 193 1194 1194 1194 1205 99 0 0 251 10

WB 0.0 0.0 5.5 23.6 4.2 18.3 447 0.54 100.4 7.9 13 3.4 29.2 44 1222 136 825 824 824 830 99 0 0 324 8

NB 0.1 1.0 2.0 36.4 1.8 32.4 167 0.86 27.7 2.9 10 1.3 20.8 15 578 44 193 194 194 184 105 0 0 521 3

SB 0.0 1.1 1.0 36.5 0.9 33.4 87 0.86 16.5 1.6 11 0.7 23.0 8 274 25 102 101 101 101 100 0 0 1102 2

All 0.1 0.1 15.0 23.1 11.0 16.9 1299 0.55 288.1 22.4 13 10.7 27.0 127 4037 397 2314 2313 2313 2320 100 0 0 371 22

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SimTraffic Performance Report Proposed AM

01/30/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 1.6 4.6 0.1 0.3 30 0.02 153.3 5.2 29 8.4 18.1 139 6189 496 1217 1217 1217 1225 99 0 0 498 5

WB 0.0 0.0 0.4 2.0 0.0 0.2 4 0.00 100.6 2.8 36 4.2 23.9 74 3122 260 820 819 819 824 99 0 0 899 3

NB 0.0 0.1 0.0 17.5 0.0 17.8 2 1.00 0.1 0.0 4 0.0 16.6 0 0 0 2 2 2 2 100 0 0

SB 0.0 0.1 0.0 2.8 0.0 2.6 29 1.00 1.6 0.1 16 0.0 43.7 1 14 2 29 29 29 28 104 0 0

0

0

All 0.0 0.0 2.0 3.5 0.2 0.3 65 0.03 255.6 8.1 31 12.7 20.1 214 9325 758 2068 2067 2067 2079 99 0 0 681 8

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SimTraffic Performance Report Proposed AM

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 1.9 5.8 0.8 2.5 184 0.16 145.5 5.3 27 4.4 33.0 67 2043 246 1179 1178 1178 1186 99 0 0 468 5

WB 0.2 0.7 1.8 7.0 1.0 3.9 234 0.25 256.1 7.9 33 7.4 34.5 128 4097 469 919 922 922 932 99 0 0 761 8

NB 0.0 0.2 1.8 39.8 1.6 36.6 139 0.87 30.1 2.9 11 1.3 23.4 8 273 24 158 156 156 157 99 0 0 348 3

SB 0.0 2.7 0.8 44.4 0.8 42.7 59 0.89 10.4 1.3 8 0.5 21.2 8 141 18 65 65 65 68 96 0 0 1342 1

All 0.2 0.4 6.3 9.7 4.2 6.5 616 0.26 442.1 17.4 26 13.6 32.5 210 6555 756 2321 2321 2321 2343 99 0 0 644 17

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SimTraffic Performance Report Proposed AM

01/30/2017

Total Network Performance 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 SK

1.0 1.0 58.1 54.3 40.9 38.2 4344 1.13 2848.6 136.4 21 110.0 25.9 1648 57076 5533 3733 3725 3725 18968 20 1 0 368 135

SimTraffic Report Page 8

SimTraffic Simulation Summary Proposed Mid

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 11:20 12:30 70 60 2 1 4289 4312 172 149 0 1 2954 145.4 61.9 4723 116.1

10 11:20 12:30 70 60 2 1 4355 4331 142 166 0 0 2997 151.4 66.6 4828 117.8

2 11:20 12:30 70 60 2 1 4412 4416 136 132 2 0 3029 150.9 65.2 4907 119.4

3 11:20 12:30 70 60 2 1 4450 4443 128 135 0 0 3061 153.2 66.6 4935 120.0

7 11:20 12:30 70 60 2 1 4438 4437 139 140 1 1 3064 154.2 67.2 4978 120.3

8 11:20 12:30 70 60 2 1 4421 4445 164 140 0 1 3042 153.5 67.4 4992 120.0

9 11:20 12:30 70 60 2 1 4381 4381 144 144 0 0 3006 150.7 65.4 4785 118.6

Avg 11:20 12:30 70 60 2 1 4406 4398 143 152 0 0 3020 152.3 66.8 4919 119.0

4 11:20 12:30 70 60 2 1 4354 4363 159 150 2 2 2965 148.8 64.6 4875 116.4

5 11:20 12:30 70 60 2 1 4471 4439 142 174 1 2 3069 154.3 67.4 5058 120.7

6 11:20 12:30 70 60 2 1 4460 4408 133 185 1 0 3013 160.8 75.1 5118 120.5

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

SimTraffic Simulation Summary Proposed 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)

1 4289 4312 172 149 0 1 2954 145.4 61.9 4723 116.1

10 4355 4331 142 166 0 0 2997 151.4 66.6 4828 117.8

2 4412 4416 136 132 2 0 3029 150.9 65.2 4907 119.4

3 4450 4443 128 135 0 0 3061 153.2 66.6 4935 120.0

7 4438 4437 139 140 1 1 3064 154.2 67.2 4978 120.3

8 4421 4445 164 140 0 1 3042 153.5 67.4 4992 120.0

9 4381 4381 144 144 0 0 3006 150.7 65.4 4785 118.6

Avg 4406 4398 143 152 0 0 3020 152.3 66.8 4919 119.0

4 4354 4363 159 150 2 2 2965 148.8 64.6 4875 116.4

5 4471 4439 142 174 1 2 3069 154.3 67.4 5058 120.7

6 4460 4408 133 185 1 0 3013 160.8 75.1 5118 120.5

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Proposed Mid

01/30/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.2 1.0 9.5 55.3 8.5 49.5 525 0.85 162.5 14.5 11 6.7 24.3 85 2143 241 594 599 599 602 100 0 0 300 14

WB 0.0 0.0 6.0 22.1 4.9 18.0 494 0.50 45.8 7.4 6 2.3 19.6 17 453 43 971 978 978 958 102 0 0 187 7

NB 0.3 1.5 7.5 32.3 6.0 25.9 419 0.50 222.5 13.2 17 7.6 29.2 105 4020 341 821 824 824 828 100 0 0 450 13

SB 0.3 1.4 10.4 42.7 8.9 36.3 653 0.74 238.4 16.5 15 8.5 28.1 106 3831 346 871 849 849 866 98 0 0 446 16

All 0.9 0.9 33.4 36.3 28.2 30.7 2091 0.63 669.1 51.7 13 25.1 26.6 312 10447 970 3257 3250 3250 3254 100 0 0 368 51

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SimTraffic Performance Report Proposed Mid

01/30/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.2 0.6 0.0 0.0 1 0.00 36.4 1.0 37 1.6 22.6 41 1671 121 880 881 881 892 99 0 0 676 1

WB 0.0 0.0 1.5 5.5 0.4 1.5 81 0.08 118.1 4.5 26 6.8 17.4 146 5795 467 978 986 986 976 101 0 0 565 5

NB 0.0 0.2 0.1 3.5 0.1 2.8 113 0.99 5.2 0.4 14 0.1 36.9 1 39 4 113 113 113 116 97 0 0

SB 0.0 0.2 0.2 5.6 0.1 5.0 99 1.00 4.1 0.4 11 0.1 33.7 1 23 2 99 99 99 97 102 0 0

0

0

All 0.0 0.0 1.9 3.3 0.6 1.1 294 0.14 163.9 6.3 26 8.6 19.0 189 7527 594 2070 2079 2079 2081 100 0 0 589 6

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SimTraffic Performance Report Proposed Mid

01/30/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 3.9 14.2 2.9 10.6 308 0.31 116.9 6.9 17 4.7 24.8 81 2887 250 984 984 984 998 99 0 0 366 7

WB 0.0 0.0 8.2 31.0 6.6 24.7 574 0.60 116.3 11.2 10 4.8 24.1 78 2146 216 949 938 938 943 99 0 0 229 11

NB 0.1 1.3 2.6 43.8 2.3 39.0 179 0.85 29.9 3.6 8 1.6 19.0 19 693 54 210 210 210 206 102 0 0 426 4

SB 0.1 1.3 3.0 40.5 2.7 35.8 228 0.84 43.5 4.6 10 2.0 21.3 15 702 48 267 269 269 263 102 0 0 385 4

All 0.2 0.3 17.8 26.3 14.5 21.4 1289 0.53 306.7 26.2 12 13.2 23.3 194 6428 568 2410 2401 2401 2410 100 0 0 319 26

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SimTraffic Performance Report Proposed Mid

01/30/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 0.7 2.9 0.2 0.7 57 0.06 117.9 3.7 32 5.5 21.3 138 4872 434 932 934 934 938 100 0 0 703 4

WB 0.0 0.0 0.6 2.5 0.0 0.1 3 0.00 108.1 3.2 33 5.1 21.1 136 4804 417 869 874 874 864 101 0 0 775 3

NB 0.0 0.1 0.0 5.9 0.0 6.2 4 1.00 0.1 0.0 8 0.0 30.2 0 0 0 4 4 4 4 100 0 0

SB 0.0 0.2 0.1 3.5 0.1 2.8 103 1.00 5.8 0.4 15 0.2 37.0 1 37 3 103 103 103 103 100 0 0

0

0

All 0.0 0.0 1.5 2.8 0.3 0.6 167 0.09 231.9 7.3 32 10.8 21.4 274 9713 854 1908 1915 1915 1909 100 0 0 756 7

SimTraffic Report Page 6

SimTraffic Performance Report Proposed Mid

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 1.1 4.8 0.6 2.5 156 0.18 105.5 3.6 29 2.9 36.0 73 1833 234 861 860 860 859 100 0 0 683 4

WB 0.2 0.8 2.1 8.2 1.2 4.5 290 0.31 257.7 8.3 32 7.4 34.8 180 4968 588 926 927 927 926 100 0 0 724 8

NB 0.0 0.2 1.2 33.2 1.1 30.4 104 0.83 23.7 2.0 12 1.0 24.7 4 174 14 125 122 122 117 104 0 0 497 2

SB 0.1 1.9 1.2 28.1 1.1 26.4 125 0.82 24.1 2.3 11 1.0 24.2 18 349 45 151 149 149 148 101 0 0 759 2

All 0.3 0.5 5.6 9.7 3.9 6.8 675 0.33 411.0 16.2 26 12.3 33.4 275 7324 881 2063 2058 2058 2050 100 0 0 691 16

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SimTraffic Performance Report Proposed Mid

01/30/2017

Total Network Performance 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 SK

1.3 1.1 65.4 51.8 48.4 38.3 4919 1.08 3020.1 152.3 20 119.0 25.4 2133 67623 6696 4406 4398 4398 19576 22 0 0 330 151

SimTraffic Report Page 8

SimTraffic Simulation Summary Proposed PM

01/30/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 4:20 5:30 70 60 2 1 5227 5258 217 186 1 1 3854 217.3 109.9 7143 157.1

10 4:20 5:30 70 60 2 1 5351 5319 228 260 1 2 3923 226.2 117.0 7376 160.3

2 4:20 5:30 70 60 2 1 5251 5293 252 210 1 3 3847 221.1 113.7 7222 157.0

3 4:20 5:30 70 60 2 1 5137 5159 211 189 0 4 3719 210.3 106.2 6955 151.5

7 4:20 5:30 70 60 2 1 5458 5421 205 242 1 3 3994 233.1 121.8 7761 164.5

8 4:20 5:30 70 60 2 1 5196 5242 220 174 2 4 3838 222.6 115.6 7431 157.8

9 4:20 5:30 70 60 2 1 5297 5305 230 222 0 0 3892 221.7 113.4 7420 159.1

Avg 4:20 5:30 70 60 2 1 5262 5275 228 213 0 0 3855 220.7 113.1 7294 157.7

4 4:20 5:30 70 60 2 1 5274 5279 227 222 3 1 3850 219.5 112.0 7318 157.4

5 4:20 5:30 70 60 2 1 5158 5182 239 215 1 1 3764 214.1 108.6 7024 153.4

6 4:20 5:30 70 60 2 1 5250 5290 240 200 2 0 3874 221.3 113.2 7314 158.6

Summary of All Intervals Run Number Start Time End Time 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 4:20 End Time 4:30 Total Time (min) 10 Volumes adjusted by Growth Factors. No data recorded this interval.

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 1

SimTraffic Simulation Summary Proposed PM

01/30/2017

Interval #1 Information Recording Start Time 4:30 End Time 5:30 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)

1 5227 5258 217 186 1 1 3854 217.3 109.9 7143 157.1

10 5351 5319 228 260 1 2 3923 226.2 117.0 7376 160.3

2 5251 5293 252 210 1 3 3847 221.1 113.7 7222 157.0

3 5137 5159 211 189 0 4 3719 210.3 106.2 6955 151.5

7 5458 5421 205 242 1 3 3994 233.1 121.8 7761 164.5

8 5196 5242 220 174 2 4 3838 222.6 115.6 7431 157.8

9 5297 5305 230 222 0 0 3892 221.7 113.4 7420 159.1

Avg 5262 5275 228 213 0 0 3855 220.7 113.1 7294 157.7

4 5274 5279 227 222 3 1 3850 219.5 112.0 7318 157.4

5 5158 5182 239 215 1 1 3764 214.1 108.6 7024 153.4

6 5250 5290 240 200 2 0 3874 221.3 113.2 7314 158.6

Interval #1 Information Recording Start Time 4:30 End Time 5:30 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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Proposed PM

01/30/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.2 1.0 8.0 43.0 7.0 37.5 496 0.74 177.0 13.4 13 6.7 26.5 54 1652 173 646 653 653 653 100 0 0 325 13

WB 0.0 0.1 13.5 34.7 11.7 30.0 1003 0.72 63.5 15.4 4 4.5 14.1 16 528 48 1379 1396 1396 1395 100 0 0 90 15

NB 0.3 1.1 10.8 41.3 8.6 32.8 596 0.63 253.7 17.1 15 9.0 28.3 84 3832 295 934 921 921 937 98 0 0 344 17

SB 0.5 1.6 13.5 47.2 11.5 40.4 806 0.79 278.2 20.8 14 10.3 27.1 86 3876 317 1017 998 998 1012 99 0 0 355 20

All 1.0 0.9 45.7 40.8 38.7 34.6 2901 0.72 772.4 66.8 12 30.4 25.4 241 9887 832 3976 3968 3968 3997 99 0 0 284 66

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SimTraffic Performance Report Proposed PM

01/30/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.2 0.8 0.0 0.0 0 0.00 42.3 1.2 36 1.4 31.1 25 1107 77 997 997 997 994 100 0 0 562 1

WB 0.0 0.0 2.6 6.7 0.2 0.5 61 0.04 174.6 7.0 25 10.3 16.9 141 6687 528 1404 1412 1412 1436 98 0 0 365 7

NB 0.0 0.1 0.1 3.3 0.1 2.8 99 1.00 4.5 0.3 14 0.1 37.8 1 32 3 99 99 99 93 106 0 0

SB 0.0 0.1 0.1 9.5 0.1 9.2 48 0.98 2.0 0.2 9 0.1 29.8 0 10 1 48 49 49 48 102 0 0

0

0

All 0.0 0.0 3.1 4.3 0.4 0.6 208 0.08 223.4 8.7 26 11.9 18.8 167 7835 609 2548 2557 2557 2571 99 0 0 421 9

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SimTraffic Performance Report Proposed PM

01/30/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 11.2 36.8 8.4 27.7 717 0.65 131.5 14.4 9 5.8 22.6 44 1535 144 1081 1081 1081 1074 101 0 0 174 14

WB 0.0 0.0 15.9 40.3 11.3 28.8 1079 0.76 172.9 20.2 9 7.8 22.2 50 1781 160 1406 1387 1387 1429 97 0 0 127 20

NB 0.1 1.4 3.2 41.4 2.8 36.1 227 0.82 39.1 4.5 9 2.0 19.5 13 704 44 273 274 274 273 100 0 0 339 4

SB 0.1 1.4 4.4 41.2 3.8 35.4 317 0.83 61.2 6.5 10 2.8 21.7 22 935 67 376 379 379 379 100 0 0 269 6

All 0.3 0.3 34.7 39.3 26.3 29.9 2340 0.74 404.7 45.7 9 18.4 22.0 130 4955 416 3136 3121 3121 3155 99 0 0 183 45

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SimTraffic Performance Report Proposed PM

01/30/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 1.9 6.1 0.4 1.1 44 0.04 141.7 5.4 26 8.2 17.2 113 5786 414 1116 1124 1124 1116 101 0 0 480 5

WB 0.0 0.0 1.6 4.2 0.0 0.1 6 0.00 167.4 5.5 30 6.9 24.1 89 4360 326 1352 1349 1349 1371 98 0 0 453 6

NB 0.0 0.1 0.0 13.4 0.0 13.7 5 1.00 0.1 0.0 5 0.0 19.6 0 0 0 5 5 5 6 83 0 0

SB 0.0 0.2 0.1 4.3 0.1 3.7 99 0.99 5.6 0.4 15 0.2 35.6 1 33 3 100 99 99 100 99 0 0

0

0

All 0.0 0.0 3.6 5.1 0.5 0.7 154 0.06 314.9 11.4 28 15.3 20.5 202 10180 743 2573 2577 2577 2593 99 0 0 487 11

SimTraffic Report Page 6

SimTraffic Performance Report Proposed PM

01/30/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 4.7 15.6 2.6 8.5 433 0.40 132.8 7.8 17 4.3 31.2 39 1270 146 1073 1083 1083 1065 102 0 0 318 8

WB 0.3 0.7 4.9 12.5 2.6 6.6 453 0.32 387.9 14.0 28 11.3 34.4 101 4560 440 1394 1397 1397 1407 99 0 0 427 14

NB 0.0 0.2 1.6 45.0 1.5 41.7 107 0.84 23.7 2.5 10 1.1 22.0 6 220 19 125 124 124 127 98 0 0 408 2

SB 0.1 2.2 3.0 48.6 2.9 46.2 195 0.87 35.5 4.7 8 1.8 19.7 15 378 43 222 217 217 223 97 0 0 371 5

All 0.4 0.5 14.2 18.0 9.5 12.0 1188 0.42 580.0 28.9 20 18.4 31.5 161 6427 647 2814 2821 2821 2822 100 0 0 387 29

SimTraffic Report Page 7

SimTraffic Performance Report Proposed PM

01/30/2017

Total Network Performance 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 SK

1.6 1.1 111.5 73.1 78.7 51.6 7294 1.33 3855.4 220.7 18 157.7 24.5 1585 65523 5771 5262 5275 5275 25152 21 0 0 227 219

SimTraffic Report Page 8

SimTraffic Simulation Summary Alt2_Final AM

03/21/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 6:57 8:07 70 60 2 1 3796 3788 126 134 1 1 2862 128.2 50.3 3917 108.4

10 6:57 8:07 70 60 2 1 3758 3729 112 141 2 2 2863 127.7 50.1 3853 107.6

2 6:57 8:07 70 60 2 1 3698 3713 132 117 2 2 2843 127.9 50.9 3908 107.3

3 6:57 8:07 70 60 2 1 3714 3731 138 121 0 3 2862 127.3 49.9 3880 107.8

7 6:57 8:07 70 60 2 1 3748 3737 118 129 1 2 2842 125.9 49.0 3845 107.1

8 6:57 8:07 70 60 2 1 3738 3757 143 124 0 0 2893 129.8 51.6 3968 108.9

9 6:57 8:07 70 60 2 1 3753 3743 114 124 2 2 2880 127.3 49.3 3827 107.6

Avg 6:57 8:07 70 60 2 1 3724 3727 121 118 0 0 2852 127.1 49.9 3851 107.3

4 6:57 8:07 70 60 2 1 3696 3712 130 114 0 2 2815 125.2 48.9 3777 105.5

5 6:57 8:07 70 60 2 1 3662 3652 112 122 2 1 2824 124.4 48.5 3726 106.3

6 6:57 8:07 70 60 2 1 3710 3718 115 107 0 2 2831 127.1 50.3 3834 106.8

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 3796 3788 126 134 1 1 2862 128.2 50.3 3917 108.4

10 3758 3729 112 141 2 2 2863 127.7 50.1 3853 107.6

2 3698 3713 132 117 2 2 2843 127.9 50.9 3908 107.3

3 3714 3731 138 121 0 3 2862 127.3 49.9 3880 107.8

7 3748 3737 118 129 1 2 2842 125.9 49.0 3845 107.1

8 3738 3757 143 124 0 0 2893 129.8 51.6 3968 108.9

9 3753 3743 114 124 2 2 2880 127.3 49.3 3827 107.6

Avg 3724 3727 121 118 0 0 2852 127.1 49.9 3851 107.3

4 3696 3712 130 114 0 2 2815 125.2 48.9 3777 105.5

5 3662 3652 112 122 2 1 2824 124.4 48.5 3726 106.3

6 3710 3718 115 107 0 2 2831 127.1 50.3 3834 106.8

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Alt2_Final AM

03/21/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.1 0.5 8.7 41.7 7.3 35.1 585 0.78 199.5 14.6 14 7.3 27.5 98 2353 278 730 728 728 724 101 0 0 296 15

WB 0.0 0.0 3.8 18.2 3.2 15.1 315 0.42 35.5 4.9 7 1.5 23.3 10 293 29 751 753 753 759 99 0 0 281 5

NB 0.2 1.5 3.6 26.5 2.9 21.2 223 0.46 130.8 7.0 19 4.5 29.2 71 2651 228 483 484 484 478 101 0 0 856 7

SB 0.3 1.4 9.1 37.4 7.6 31.3 630 0.72 236.5 15.2 16 8.1 29.2 102 3605 338 863 865 865 874 99 0 0 487 15

All 0.6 0.8 25.2 31.6 21.0 26.3 1753 0.61 602.3 41.7 15 21.4 28.2 280 8902 873 2827 2830 2830 2835 100 0 0 455 41

SimTraffic Report Page 3

SimTraffic Performance Report Alt2_Final AM

03/21/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.2 0.6 0.0 0.0 0 0.00 47.3 1.3 37 2.0 23.9 46 1884 142 1136 1136 1136 1134 100 0 0 523 1

WB 0.0 0.0 0.6 2.7 0.1 0.6 24 0.03 96.6 2.9 33 4.6 21.0 93 3769 309 790 789 789 795 99 0 0 849 3

NB 0.0 0.1 0.1 3.2 0.1 2.7 91 1.00 4.2 0.3 14 0.1 38.7 1 28 2 91 91 91 89 102 0 0

SB 0.0 0.1 0.0 3.9 0.0 3.7 10 1.00 0.4 0.0 13 0.0 47.0 0 1 0 10 10 10 11 91 0 0

0

0

All 0.0 0.0 0.9 1.6 0.2 0.4 125 0.06 148.5 4.6 33 6.7 22.2 140 5681 453 2027 2026 2026 2029 100 0 0 797 5

SimTraffic Report Page 4

SimTraffic Performance Report Alt2_Final AM

03/21/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 4.2 12.5 2.7 7.9 391 0.32 145.4 7.7 19 5.3 27.6 72 2646 247 1209 1206 1206 1205 100 0 0 326 8

WB 0.0 0.0 3.9 17.1 3.2 13.6 318 0.38 100.1 6.4 16 3.3 30.5 50 1420 162 827 824 824 830 99 0 0 394 6

NB 0.2 3.0 1.3 26.3 1.2 22.8 156 0.85 26.1 2.3 12 1.1 23.1 11 467 34 183 183 183 184 99 0 0 1045 2

SB 0.0 1.1 1.0 35.7 0.9 33.0 91 0.88 16.8 1.6 11 0.7 22.9 8 288 25 102 102 102 101 101 0 0 1091 2

All 0.2 0.3 10.5 16.2 7.9 12.2 956 0.41 288.4 18.0 16 10.4 27.7 142 4821 468 2321 2315 2315 2320 100 0 0 505 18

SimTraffic Report Page 5

SimTraffic Performance Report Alt2_Final AM

03/21/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 1.1 3.1 0.1 0.3 28 0.02 154.0 4.7 33 7.5 20.6 131 5571 462 1223 1225 1225 1225 100 0 0 550 5

WB 0.0 0.0 0.4 1.8 0.0 0.2 4 0.00 100.9 2.8 36 4.2 23.9 82 3224 281 820 821 821 824 100 0 0 909 3

NB 0.0 0.1 0.0 11.4 0.0 11.7 2 1.00 0.1 0.0 6 0.0 24.2 0 0 0 2 2 2 2 100 0 0

SB 0.0 0.1 0.0 2.6 0.0 2.4 27 1.00 1.5 0.1 17 0.0 46.4 0 8 1 27 27 27 28 96 0 0

0

0

All 0.0 0.0 1.5 2.6 0.1 0.3 61 0.03 256.5 7.6 34 11.7 21.9 213 8803 744 2072 2075 2075 2079 100 0 0 731 8

SimTraffic Report Page 6

SimTraffic Performance Report Alt2_Final AM

03/21/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 2.2 6.6 1.2 3.7 249 0.21 146.7 5.6 26 4.2 34.7 63 1828 235 1188 1190 1190 1186 100 0 0 443 6

WB 0.2 0.7 1.6 6.3 0.9 3.5 228 0.25 254.7 7.7 34 7.4 34.6 137 4190 492 916 916 916 932 98 0 0 777 8

NB 0.1 2.0 1.5 33.5 1.3 30.5 136 0.86 30.1 2.6 12 1.2 24.2 8 285 26 158 158 158 157 101 0 0 788 3

SB 0.1 2.7 0.9 45.6 0.8 44.1 60 0.88 10.7 1.4 8 0.5 21.0 10 178 23 67 67 67 68 99 0 0 1275 1

All 0.3 0.5 6.1 9.4 4.3 6.6 673 0.29 442.2 17.3 26 13.3 33.1 218 6482 776 2329 2331 2331 2343 99 0 0 707 17

SimTraffic Report Page 7

SimTraffic Performance Report Alt2_Final AM

03/21/2017

Total Network Performance 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 SK

1.2 1.1 48.7 45.6 34.1 31.9 3851 1.00 2851.5 127.1 23 107.3 26.6 1709 57975 5701 3724 3727 3727 18968 20 0 0 409 126

SimTraffic Report Page 8

SimTraffic Simulation Summary Alt2_Final Mid

03/21/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 11:57 1:07 70 60 2 1 4254 4312 174 116 0 1 2895 145.9 63.8 4743 114.6

10 11:57 1:07 70 60 2 1 4410 4425 151 136 1 3 3023 154.9 69.1 5017 120.2

2 11:57 1:07 70 60 2 1 4486 4487 140 139 2 0 3073 155.8 69.0 5032 121.9

3 11:57 1:07 70 60 2 1 4409 4441 163 131 2 2 3039 152.8 66.9 4928 120.2

7 11:57 1:07 70 60 2 1 4393 4420 168 141 0 3 3012 153.2 67.5 4986 120.2

8 11:57 1:07 70 60 2 1 4444 4466 168 146 3 2 3044 154.2 68.0 5004 119.9

9 11:57 1:07 70 60 2 1 4454 4479 168 143 1 1 3084 154.8 67.7 4948 120.9

Avg 11:57 1:07 70 60 2 1 4405 4423 159 139 0 1 3020 152.7 67.2 4942 119.3

4 11:57 1:07 70 60 2 1 4334 4341 163 156 0 3 2997 150.0 65.4 4936 117.5

5 11:57 1:07 70 60 2 1 4376 4380 152 148 2 0 2977 150.6 66.3 4812 117.0

6 11:57 1:07 70 60 2 1 4491 4468 142 165 1 2 3058 154.3 67.9 5013 120.3

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 4254 4312 174 116 0 1 2895 145.9 63.8 4743 114.6

10 4410 4425 151 136 1 3 3023 154.9 69.1 5017 120.2

2 4486 4487 140 139 2 0 3073 155.8 69.0 5032 121.9

3 4409 4441 163 131 2 2 3039 152.8 66.9 4928 120.2

7 4393 4420 168 141 0 3 3012 153.2 67.5 4986 120.2

8 4444 4466 168 146 3 2 3044 154.2 68.0 5004 119.9

9 4454 4479 168 143 1 1 3084 154.8 67.7 4948 120.9

Avg 4405 4423 159 139 0 1 3020 152.7 67.2 4942 119.3

4 4334 4341 163 156 0 3 2997 150.0 65.4 4936 117.5

5 4376 4380 152 148 2 0 2977 150.6 66.3 4812 117.0

6 4491 4468 142 165 1 2 3058 154.3 67.9 5013 120.3

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Alt2_Final Mid

03/21/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.2 1.0 8.7 51.3 7.8 45.8 507 0.83 165.0 13.8 12 6.5 25.3 89 2167 249 604 592 592 602 98 0 0 315 14

WB 0.0 0.0 5.9 22.2 4.8 18.2 484 0.51 44.3 7.2 6 2.2 19.7 15 427 42 942 936 936 958 98 0 0 192 7

NB 0.3 1.4 7.7 32.4 6.1 25.8 432 0.51 226.5 13.4 17 7.7 29.3 97 3874 324 833 842 842 828 102 0 1 441 13

SB 0.3 1.4 10.1 41.9 8.7 35.8 626 0.72 233.8 16.2 15 8.4 28.0 103 3775 337 853 862 862 866 100 0 0 456 16

All 0.8 0.9 32.4 35.5 27.3 30.0 2049 0.62 669.6 50.7 13 24.8 27.0 304 10244 953 3232 3232 3232 3254 99 0 1 375 50

SimTraffic Report Page 3

SimTraffic Performance Report Alt2_Final Mid

03/21/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.1 0.6 0.0 0.0 1 0.00 36.7 1.0 37 1.7 22.0 40 1699 121 887 886 886 892 99 0 0 675 1

WB 0.0 0.0 1.3 5.0 0.4 1.4 63 0.06 117.0 4.3 27 6.7 17.5 144 5706 465 971 966 966 976 99 0 0 576 4

NB 0.0 0.2 0.1 3.5 0.1 2.8 116 1.00 5.3 0.4 14 0.1 37.4 1 35 3 116 116 116 116 100 0 0

SB 0.0 0.1 0.1 5.3 0.1 4.8 96 1.00 4.0 0.4 11 0.1 34.5 1 26 3 96 96 96 97 99 0 0

0

0

All 0.0 0.0 1.7 3.0 0.6 1.0 276 0.13 163.0 6.1 27 8.6 18.9 186 7466 592 2070 2064 2064 2081 99 0 0 598 6

SimTraffic Report Page 4

SimTraffic Performance Report Alt2_Final Mid

03/21/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 6.0 21.5 4.8 17.4 427 0.43 117.5 9.0 13 5.0 23.4 80 2721 241 994 995 995 998 100 0 0 280 9

WB 0.0 0.0 8.1 30.5 6.4 24.1 553 0.58 114.9 11.0 10 4.8 23.8 80 2224 216 943 943 943 943 100 0 0 229 11

NB 0.1 2.6 2.0 34.6 1.7 30.5 171 0.84 28.7 3.0 10 1.4 20.5 17 627 48 201 202 202 206 98 0 0 789 3

SB 0.1 1.3 3.4 44.6 3.1 39.9 235 0.85 44.3 5.0 9 2.2 20.5 16 725 49 270 273 273 263 104 0 0 352 5

All 0.2 0.4 19.4 28.7 16.0 23.7 1386 0.57 305.4 27.9 11 13.4 22.8 192 6298 555 2408 2413 2413 2410 100 0 0 325 28

SimTraffic Report Page 5

SimTraffic Performance Report Alt2_Final Mid

03/21/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 0.9 3.5 0.2 0.8 61 0.07 117.8 3.8 31 5.9 19.8 140 5183 448 935 936 936 938 100 0 0 675 4

WB 0.0 0.0 0.6 2.4 0.0 0.1 2 0.00 107.2 3.2 34 4.9 21.7 131 4611 404 862 861 861 864 100 0 0 796 3

NB 0.0 0.1 0.0 4.7 0.0 4.9 3 1.00 0.1 0.0 9 0.0 34.8 0 0 0 3 3 3 4 75 0 0

SB 0.0 0.2 0.1 3.5 0.1 2.8 104 1.00 5.9 0.4 16 0.2 36.6 1 40 4 104 104 104 103 101 0 0

0

0

All 0.0 0.0 1.6 3.0 0.3 0.6 170 0.09 230.9 7.4 31 11.0 20.9 273 9835 856 1904 1904 1904 1909 100 0 0 749 7

SimTraffic Report Page 6

SimTraffic Performance Report Alt2_Final Mid

03/21/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 1.1 4.7 0.6 2.3 153 0.18 105.6 3.6 29 2.9 36.0 76 1888 242 863 861 861 859 100 0 0 684 4

WB 0.2 0.8 2.0 7.6 1.1 4.2 279 0.30 259.4 8.2 32 7.5 34.5 181 5050 598 934 932 932 926 101 0 0 728 8

NB 0.0 1.4 0.9 27.5 0.8 24.8 99 0.80 22.8 1.8 13 0.9 25.6 4 171 14 121 122 122 117 104 0 0 1143 2

SB 0.1 1.9 1.2 28.9 1.1 27.2 126 0.83 23.9 2.3 11 1.0 24.1 14 287 37 149 151 151 148 102 0 0 751 2

All 0.3 0.6 5.3 9.1 3.6 6.3 657 0.32 411.7 16.0 26 12.3 33.4 275 7397 890 2067 2066 2066 2050 101 0 0 768 16

SimTraffic Report Page 7

SimTraffic Performance Report Alt2_Final Mid

03/21/2017

Total Network Performance 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 SK

1.5 1.2 65.7 51.9 48.7 38.5 4942 1.08 3020.3 152.7 20 119.3 25.3 2103 67138 6637 4405 4423 4423 19576 23 0 1 340 151

SimTraffic Report Page 8

SimTraffic Simulation Summary Alt2_Final PM

03/21/2017

Summary of All Intervals Run Number Start Time End Time 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)

1 4:57 6:07 70 60 2 1 5238 5263 214 189 2 2 3821 202.2 95.3 6413 151.5

10 4:57 6:07 70 60 2 1 5341 5371 252 222 0 1 3908 210.9 101.6 6588 155.5

2 4:57 6:07 70 60 2 1 5210 5234 220 196 0 2 3797 203.2 96.8 6458 150.8

3 4:57 6:07 70 60 2 1 5062 5107 211 166 2 0 3741 191.5 87.3 5972 146.9

7 4:57 6:07 70 60 2 1 5309 5336 237 210 1 1 3888 207.7 98.8 6612 154.8

8 4:57 6:07 70 60 2 1 5297 5327 225 195 2 3 3884 206.5 98.0 6495 154.2

9 4:57 6:07 70 60 2 1 5321 5305 192 208 0 2 3891 207.8 99.1 6556 155.0

Avg 4:57 6:07 70 60 2 1 5277 5301 215 195 0 0 3859 205.5 97.6 6482 153.1

4 4:57 6:07 70 60 2 1 5341 5363 221 199 2 1 3888 207.3 98.6 6568 153.8

5 4:57 6:07 70 60 2 1 5312 5330 196 178 1 2 3863 208.7 100.3 6542 153.3

6 4:57 6:07 70 60 2 1 5377 5375 216 218 3 1 3904 209.2 99.8 6598 155.1

Summary of All Intervals Run Number Start Time End Time 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 SK

SimTraffic Report Page 1

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)

1 5238 5263 214 189 2 2 3821 202.2 95.3 6413 151.5

10 5341 5371 252 222 0 1 3908 210.9 101.6 6588 155.5

2 5210 5234 220 196 0 2 3797 203.2 96.8 6458 150.8

3 5062 5107 211 166 2 0 3741 191.5 87.3 5972 146.9

7 5309 5336 237 210 1 1 3888 207.7 98.8 6612 154.8

8 5297 5327 225 195 2 3 3884 206.5 98.0 6495 154.2

9 5321 5305 192 208 0 2 3891 207.8 99.1 6556 155.0

Avg 5277 5301 215 195 0 0 3859 205.5 97.6 6482 153.1

4 5341 5363 221 199 2 1 3888 207.3 98.6 6568 153.8

5 5312 5330 196 178 1 2 3863 208.7 100.3 6542 153.3

6 5377 5375 216 218 3 1 3904 209.2 99.8 6598 155.1

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)

US 92 - US 17 to Garfield Ave SK

SimTraffic Report Page 2

SimTraffic Performance Report Alt2_Final PM

03/21/2017

1: US 17/Woodland Bv & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.2 1.0 8.3 44.8 7.2 39.2 517 0.78 178.8 13.8 13 6.8 26.4 57 1715 181 653 643 643 653 98 0 0 316 14

WB 0.0 0.0 7.4 19.4 5.8 15.1 611 0.44 62.9 9.4 7 3.0 21.1 15 476 47 1369 1375 1375 1395 99 0 0 148 9

NB 0.3 1.1 11.2 41.6 8.9 33.0 610 0.63 258.7 17.6 15 9.2 28.3 91 3955 312 950 959 959 937 102 0 0 334 17

SB 0.4 1.6 13.0 45.7 11.1 39.0 780 0.76 273.9 20.2 14 10.0 27.3 86 3798 313 998 1012 1012 1012 100 0 0 365 20

All 0.9 0.9 39.9 35.6 33.0 29.4 2518 0.62 774.3 61.0 13 28.9 26.8 249 9944 853 3970 3989 3989 3997 100 0 0 311 60

SimTraffic Report Page 3

SimTraffic Performance Report Alt2_Final PM

03/21/2017

2: Alabama Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 0.2 0.6 0.0 0.0 0 0.00 41.6 1.1 37 1.6 26.7 29 1370 92 978 979 979 994 98 0 0 593 1

WB 0.0 0.0 2.1 5.2 0.2 0.5 50 0.04 175.4 6.5 27 9.6 18.4 132 6274 492 1413 1409 1409 1436 98 0 0 386 6

NB 0.0 0.1 0.1 3.3 0.1 2.7 91 1.00 4.2 0.3 14 0.1 38.7 1 26 2 91 91 91 93 98 0 0

SB 0.0 0.1 0.2 11.4 0.2 11.1 50 1.00 2.1 0.3 8 0.1 27.0 0 13 1 50 50 50 48 104 0 0

0

0

All 0.0 0.0 2.5 3.5 0.4 0.6 191 0.08 223.2 8.2 27 11.3 19.8 162 7683 588 2532 2529 2529 2571 98 0 0 444 8

SimTraffic Report Page 4

SimTraffic Performance Report Alt2_Final PM

03/21/2017

3: Amelia Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 7.6 25.7 5.7 19.1 594 0.56 128.4 10.8 12 5.1 25.4 53 1893 170 1057 1052 1052 1074 98 0 0 234 11

WB 0.0 0.0 12.7 32.1 9.3 23.6 785 0.55 173.4 17.0 10 7.2 24.0 55 2051 183 1410 1408 1408 1429 99 0 0 148 17

NB 0.2 2.5 2.4 31.4 2.1 27.1 220 0.79 39.0 3.8 11 1.8 21.3 14 688 46 273 276 276 273 101 0 0 619 4

SB 0.2 1.4 4.9 44.0 4.2 38.2 331 0.83 64.2 7.1 9 3.0 21.3 23 1008 72 390 393 393 379 104 0 0 246 7

All 0.3 0.4 27.6 31.4 21.3 24.2 1930 0.61 405.0 38.7 11 17.1 23.6 145 5640 471 3130 3129 3129 3155 99 0 0 235 38

SimTraffic Report Page 5

SimTraffic Performance Report Alt2_Final PM

03/21/2017

4: Intnl Spdway Bv/US 92 & Lowe's Performance by approach Approach 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 SK

EB 0.0 0.0 1.4 4.7 0.3 0.8 45 0.04 138.3 4.8 29 7.8 17.7 119 5944 424 1095 1099 1099 1116 98 0 0 533 5

WB 0.0 0.0 1.5 3.9 0.0 0.1 3 0.00 169.2 5.5 31 7.3 23.3 96 4548 359 1359 1358 1358 1371 99 0 0 459 5

NB 0.0 0.1 0.0 10.6 0.0 10.8 7 1.00 0.2 0.0 6 0.0 22.0 0 1 0 7 7 7 6 117 0 0

SB 0.0 0.2 0.1 4.5 0.1 3.9 94 1.00 5.3 0.4 14 0.1 35.9 1 32 3 93 94 94 100 94 0 0

0

0

All 0.0 0.0 3.1 4.3 0.4 0.6 149 0.06 313.0 10.7 29 15.3 20.5 217 10525 785 2554 2558 2558 2593 99 0 0 515 11

SimTraffic Report Page 6

SimTraffic Performance Report Alt2_Final PM

03/21/2017

5: Garfield Ave & Intnl Spdway Bv/US 92 Performance by approach Approach 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 SK

EB 0.0 0.0 4.3 14.6 2.7 9.3 433 0.41 130.0 7.3 18 4.1 32.1 43 1308 163 1052 1056 1056 1065 99 0 0 338 7

WB 0.3 0.7 4.9 12.5 2.6 6.6 458 0.32 389.7 14.1 28 11.3 34.5 100 4522 437 1403 1399 1399 1407 99 0 0 422 14

NB 0.0 1.4 1.5 41.4 1.4 38.3 105 0.82 23.9 2.4 10 1.1 22.4 6 232 20 124 126 126 127 99 0 0 864 2

SB 0.1 2.2 3.1 48.3 2.9 46.0 199 0.87 35.6 4.7 8 1.8 19.5 17 400 46 222 224 224 223 100 0 0 367 5

All 0.4 0.6 13.7 17.5 9.6 12.3 1195 0.42 579.1 28.5 21 18.2 31.8 166 6462 666 2801 2805 2805 2822 99 0 0 428 28

SimTraffic Report Page 7

SimTraffic Performance Report Alt2_Final PM

03/21/2017

Total Network Performance 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 SK

1.7 1.2 95.8 62.8 67.3 44.1 6482 1.18 3858.6 205.5 19 153.1 25.2 1639 66489 5892 5277 5301 5301 25152 21 0 0 252 204

SimTraffic Report Page 8

COUNTY OF VOLUSIA TRAFFIC SIGNAL TIMING SHEET LOCATION:

US 17 & US 92 (ISB) DeLand

SIGNAL #:

216

System #:

10

ISOLATED:

DATE: X

CO-ORD:

11/30/2015

Design By:

M. Tobin

Controller Timing Chart PHASE

1

2

3

4

5

6

7

8

DIRECTION

EBL

WB

SBL

NB

WBL

EB

NBL

SB

TURN TYPE

PROT

-

PROT

-

PROT

-

PROT

-

MIN GREEN

7

16

7

17

7

16

7

17

EXTENSION

3

4

3

3

3

4

3

3

CLEARANCE

4.0

5.0

5.0

5.0

5.0

4.0

5.0

5.0

ALL RED

3.0

2.0

3.5

2.0

3.0

2.0

2.5

2.0

WALK

-

9

-

11

-

9

-

11

FDW

-

28

-

32

-

28

-

32

MAX 1

25

30

25

30

25

30

25

30

MAX 2

37

40

29

40

29

45

24

45 -

MAX 3

-

-

-

-

-

-

-

ADJUST

-

-

-

-

-

-

-

-

RECALL

-

-

-

MIN

-

-

-

MIN

DETECTOR

NON-LOCK

NON-LOCK

NON-LOCK

LOCK

NON-LOCK

NON-LOCK

NON-LOCK

LOCK

FLASH

RED

YELLOW

RED

RED

RED

YELLOW

RED

RED

SET

-

-

-

-

-

-

-

-

CLEAR

-

-

-

-

-

-

-

-

BASE DAY TIME MON #1 PLAN TIME TUES#1 PLAN TIME WED #1 PLAN TIME THU #1 PLAN TIME FRI #1 PLAN TIME SAT #2 PLAN TIME SUN #3 PLAN

1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 08:00-18:00 C2O1S1 09:30-17:00 C1O1S1

CONTROLLER TYPE

Econolite ASC/3

2 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 18:00-00:00 Free 17:00-00:00 Free

3 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1

4

5

6

7

19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free

CONDITION OF OVERHEAD

Crosswalk Length

P2 97 Feet P4 87 Feet P6 84 Feet P8

Good PROM NUMBER

OVERHEAD STREET NAMES

NO

110 Feet SIGNAL OWNER

PHASES:



ILLUMINATED STREET NAMES

YES

CABINET TYPE

V

PRE-EMPTION

NO

IP ADDRESS

CABINET DATE

08/2007

PRE-EMPTION TYPE

N/A

10.77.4.59

FDOT YES

LED

REMARKS: Phase 1 Leads and Phase 5 Lags during Coordination Only Max 2 used during Coordination Only

1

2

3

4

6

5

7

8

VOLUSIA COUNTY TRAFFIC ENGINEERING SYSTEM INVENTORY 5/16/2016

DATE:

Switch IP.# Controller IP.# Camera IP # Radio IP #

M. Tobin

DESIGNED BY:

US 17 & US 92 (ISB)

LOCATION:

DeLand

CITY:

SIGNAL ID NO:

216

SYSTEM ID:

10 TP# 1 CO-ORDINATION PLAN C1/S1 C2/S1 C3/S1 C4/S1 C5/S1 C6/S1

CONTROLLER TIME CHART MVMNT

EBL WB SBL NB WBL EB NBL SB

1 2 3 4 5 6 7 8

10.77.4.27 10.77.4.59 10.77.4.105

MIN

EXT

CLR

A.R.

WALK

FDW

MAX1

MAX2

MAX3

ADJST

REC

DET

FL

SET

CLR

7 16 7 17 7 16 7 17

3 4 3 3 3 4 3 3

4 5 5 5 5 4 5 5

3 2 3.5 2 3 2 2.5 2

9 11 9 11

28 32 28 32

25 30 25 30 25 30 25 30

37 46 29 52 29 46 24 52

-

-

MIN MIN

NL NL NL L NL NL NL L

R Y R R R Y R R

-

-

CYCLE OFF 1

120 67

135 5

135 6

10%

10%

10%

10%

10%

10%

1 5

2 6

3 7

4 8

OFF 2 OFF 3 OFF 4 OFF 5 PERM

10%

10%

PHASE SPLITS (seconds)

C1/S1 22 38 27 33 22 38 20 40

CY/SP PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8

C2/S1 26 43 25 41 26 43 21 45

BASE DAY

1 TIME

MON #1 TUES#1 WED #1 THU #1 FRI #1 SAT #2 SUN #3

C3/S1 35 35 27 38 27 43 22 43

05:30-10:00

C4/S1 -

2 10:00-14:30

C5/S1 -

3 14:30-19:00

4 19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

C301S1

Free

PLAN

C1O1S1

C2O1S1

TIME

08:00-18:00

18:00-00:00

PLAN

C2O1S1

Free

TIME

09:30-17:00

17:00-00:00

PLAN

C1O1S1

Free

C6/S1 -

5

6

7

8

9

10

11

COUNTY OF VOLUSIA TRAFFIC SIGNAL TIMING SHEET LOCATION:

US 92 & Amelia Avenue DeLand

SIGNAL #:

315

System #:

10

ISOLATED:

DATE: X

CO-ORD:

5/16/2016

Design By:

M Tobin

Controller Timing Chart PHASE

1

2

3

4

5

6

7

8

DIRECTION

EBL

WB

SBL

NB

WBL

EB

NBL

SB

TURN TYPE

PROT

-

PERM/PROT

-

PROT

-

PERM/PROT

-

MIN GREEN

7

16

7

7

7

16

7

7

EXTENSION

3

4

3

3

3

4

3

3

CLEARANCE

5.0

5.0

4.0

4.0

5.0

5.0

4.0

4.0

ALL RED

2.5

2.0

2.5

2.5

3.0

2.0

3.0

3.0

WALK

-

7

-

-

-

7

-

10

FDW

-

16

-

-

-

16

-

32

MAX 1

20

40

20

35

20

40

20

35

MAX 2

29

55

25

37

27

55

25

37

D MAX 3

-

60

-

-

-

60

-

-

D ADJUST

-

5

-

-

-

5

-

-

RECALL

-

MIN

-

-

-

MIN

-

-

DETECTOR

LOCK

LOCK

NON-LOCK

NON-LOCK

LOCK

LOCK

NON-LOCK

NON-LOCK

FLASH

RED

YELLOW

-

RED

RED

YELLOW

-

RED

SET

-

-

-

-

-

-

CLEAR

-

-

-

-

-

-

BASE DAY TIME MON #1 PLAN TIME TUES#1 PLAN TIME WED #1 PLAN TIME THU #1 PLAN TIME FRI #1 PLAN TIME SAT #2 PLAN TIME SUN #3 PLAN

1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 08:00-18:00 C2O1S1 09:30-17:00 C1O1S1

CONTROLLER TYPE

Econolite ASC/3

2 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 18:00-00:00 FREE 17:00-00:00 FREE

3 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 18:00-00:00 FREE 17:00-00:00 FREE

4

5

6

7

19:00-00:00 FREE 19:00-00:00 FREE 19:00-00:00 FREE 19:00-00:00 FREE 19:00-00:00 FREE

CONDITION OF OVERHEAD

Crosswalk Length

P2 55 Feet P4 P6 51 Feet P8

Good PROM NUMBER

OVERHEAD STREET NAMES

NO

111 Feet SIGNAL OWNER

PHASES:



ILLUMINATED STREET NAMES

YES

CABINET TYPE

V

PRE-EMPTION

NO

IP ADDRESS

CABINET DATE

03/2009

PRE-EMPTION TYPE

N/A

10.86.30.118

FDOT -

LED

REMARKS: Phase 5 Leads and Phase 1 Lags during Coordiantion Only Max 2 used during Coordination Only

2

1

3

4

5

6

7

8

VOLUSIA COUNTY TRAFFIC ENGINEERING SYSTEM INVENTORY 5/16/2016

DATE:

10.77.4.29 10.77.4.61 -

Switch IP.# Controller IP.# Camera IP #

M Tobin

DESIGNED BY:

US 92 & Amelia Avenue

LOCATION:

DeLand

CITY:

SIGNAL ID NO:

315

SYSTEM ID:

10 TP# 1 CO-ORDINATION PLAN C1/S1 C2/S1 C3/S1 C4/S1 C5/S1 C6/S1

CONTROLLER TIME CHART MVMNT

1 2 3 4 5 6 7 8

MIN

EXT

CLR

A.R.

WALK

FDW

MAX1

MAX2

MAX3

ADJST

REC

DET

FL

SET

CLR

7 16 7 7 7 16 7 7

3 4 3 3 3 4 3 3

5 5 4 4 5 5 4 4

2.5 2 2.5 2.5 3 2 3 3

7 7 10

16 16 32

20 40 20 35 20 40 20 35

29 55 25 37 27 55 25 37

60 60 -

5 5 -

MIN MIN -

L L NL NL L L NL NL

R Y R R Y R

-

-

CYCLE OFF 1

120 71

135 10

135 13

10%

10%

10%

10%

10%

10%

2 5

1 6

3 7

4 8

OFF 2 OFF 3 OFF 4 OFF 5 PERM

10%

10%

PHASE SPLITS (seconds)

C1/S1 21 48 23 28 25 44 23 28

CY/SP PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8

C2/S1 27 46 20 32 23 50 20 32

BASE DAY

1 TIME

MON #1 TUES#1 WED #1 THU #1 FRI #1 SAT #2 SUN #3

C3/S1 25 53 22 35 25 53 22 35

05:30-10:00

C4/S1 -

2 10:00-14:30

C5/S1 -

3 14:30-19:00

4 19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

FREE

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

FREE

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

FREE

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

FREE

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00 FREE

PLAN

C1O1S1

C2O1S1

C301S1

TIME

08:00-18:00

18:00-00:00

18:00-00:00

PLAN

C2O1S1

FREE

FREE

TIME

09:30-17:00

17:00-00:00

17:00-00:00

PLAN

C1O1S1

FREE

FREE

C6/S1 -

5

6

7

8

9

10

11

COUNTY OF VOLUSIA TRAFFIC SIGNAL TIMING SHEET LOCATION:

US 92 & Garfield Avenue DeLand

SIGNAL #:

395

System #:

4

ISOLATED:

DATE: X

CO-ORD:

11/30/2015

Design By:

M Tobin

Controller Timing Chart PHASE

1

2

3

4

5

6

7

8

DIRECTION

EBL

WB

-

NB

WBL

EB

-

SB

TURN TYPE

PERM/PROT

-

-

-

PERM/PROT

-

-

-

MIN GREEN

7

17

7

7

17

7

EXTENSION

3

3

3

3

3

3

CLEARANCE

5

5

4

5

5

4

ALL RED

2.5

2

2.5

3

2

3.5

WALK

-

7

-

-

-

7

FDW

-

22

-

-

-

38

MAX 1

25

50

25

25

50

25

MAX 2

27

75

39

27

75

39

MAX 3

-

-

-

-

-

-

ADJUST

-

-

-

-

-

-

RECALL

-

MIN

-

-

MIN

-

DETECTOR

NON-LOCK

LOCK

NON-LOCK

NON-LOCK

LOCK

NON-LOCK

FLASH SET

-

-

-

-

-

-

CLEAR

-

-

-

-

-

-

BASE DAY TIME MON #1 PLAN TIME TUES#1 PLAN TIME WED #1 PLAN TIME THU #1 PLAN TIME FRI #1 PLAN TIME SAT #2 PLAN TIME SUN #3 PLAN

1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 05:30-10:00 C1O1S1 08:00-18:00 C2O1S1 09:30-17:00 C1O1S1

CONTROLLER TYPE

Econolite ASC/3

2 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 10:00-14:30 C2O1S1 18:00-00:00 Free 17:00-00:00 Free

3 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1 14:30-19:00 C301S1

4

5

6

7

19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free 19:00-00:00 Free

CONDITION OF OVERHEAD

Crosswalk Length

P2 75 Feet P4 P6 P8

Fair PROM NUMBER

OVERHEAD STREET NAMES

NO

130 Feet SIGNAL OWNER

PHASES:



ILLUMINATED STREET NAMES

YES

CABINET TYPE

V

PRE-EMPTION

YES

IP ADDRESS

CABINET DATE

03/2005

PRE-EMPTION TYPE

INFRARED

10.77.4.62

FDOT LED

REMARKS: Max 2 for Coordination Opticom not in Use

1

2

4

5

6

8

YES

VOLUSIA COUNTY TRAFFIC ENGINEERING SYSTEM INVENTORY 5/16/2016

DATE:

10.77.4.30 10.77.4.62 -

Switch IP.# Controller IP.# Camera IP #

M Tobin

DESIGNED BY:

US 92 & Garfield Avenue

LOCATION:

DeLand

CITY:

SIGNAL ID NO:

395

SYSTEM ID:

4 TP# 1 CO-ORDINATION PLAN C1/S1 C2/S1 C3/S1 C4/S1 C5/S1 C6/S1

CONTROLLER TIME CHART MVMNT

1 2 3 4 5 6 7 8

MIN

EXT

CLR

A.R.

WALK

FDW

MAX1

MAX2

MAX3

ADJST

REC

DET

FL

SET

CLR

7 17 7 7 17 7

3 3 3 3 3 3

5 5 4 5 5 4

2.5 2 2.5 3 2 3.5

7 7

22 38

25 50 25 25 50 25

27 75 39 27 75 39

-

-

MIN MIN -

NL L NL NL L NL

-

-

-

CYCLE OFF 1

120 26

135 123

135 4

10%

10%

10%

10%

10%

1 5

2 6

4 8

OFF 2 OFF 3 OFF 4 OFF 5 PERM

10%

10%

10%

PHASE SPLITS (seconds)

C1/S1 20 65 35 20 65 35

CY/SP PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8

C2/S1 20 70 35 20 70 35

BASE DAY

1 TIME

MON #1 TUES#1 WED #1 THU #1 FRI #1 SAT #2 SUN #3

C3/S1 25 73 37 25 73 37

05:30-10:00

C4/S1 -

2 10:00-14:30

C5/S1 -

3 14:30-19:00

4 19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

PLAN

C1O1S1

C2O1S1

C301S1

Free

TIME

05:30-10:00

10:00-14:30

14:30-19:00

19:00-00:00

C301S1

Free

PLAN

C1O1S1

C2O1S1

TIME

08:00-18:00

18:00-00:00

PLAN

C2O1S1

Free

TIME

09:30-17:00

17:00-00:00

PLAN

C1O1S1

Free

C6/S1 -

5

6

7

8

9

10

11

                APPENDIXF:CostEstimates         

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

US 92 from US 17 to Garfield Ave. - Alternative 1 UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.410

$

10,324.67

$

4,233.11

0120 1

REGULAR EXCAVATION

CY

546.000

$

7.58

$

4,138.68

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

1,637.000

$

2.15

$

3,519.55

0285709

OPTIONAL BASE,BASE GROUP 09

SY

1,261.000

$

16.38

$

20,655.18

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

68.000 68.000 1.000 2.000 1.000 15.000 390.000 16.700 22.800 30.000 103.000 520.000 165.000 3.000 5.000 2.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

6,523.92 8,283.76 1,869.73 7,639.72 3,698.65 1,617.45 6,825.00 569.30 1,185.60 1,200.00 412.00 3,244.80 2,970.00 14,904.54 3,185.65 2,308.16 331.30 648.24 2,172.70 337.70 2,745.12 781.92 1,500.00 73.20 1,392.23 612.80 484.74 2,415.55 163.66 150.80 1,485.00 900.00 630.00 152.68 682.94 239.49 378.10

TOTAL OF IMPROVEMENTS: $

117,262.98

2.000 1.000 2.000 1.000 4.000 1.000 5.000 1.000 1.000 2.000 3.000 1.000 49.000 52.000 330.000 4.000 9.000 0.106 0.175 0.047 190.000

-

DESIGN (0%):

US 17 Alternative 1 FDOT-D7

MOBILIZATION (5%): $

5,863.15

MAINTENANCE OF TRAFFIC (5%): $

5,863.15

CONTINGENCY (15%): $

17,589.45

COMPONENT TOTAL

\\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

146,578.72 4/7/2017

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

US 92 from US 17 to Garfield Ave. - Alternative 2 UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.380

$

10,324.67

$

3,918.21

0120 1

REGULAR EXCAVATION

CY

588.889

$

7.58

$

4,463.78

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

1,924.000

$

2.15

$

4,136.60

0285709

OPTIONAL BASE,BASE GROUP 09

SY

1,609.889

$

16.38

$

26,369.97

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

86.500 86.500 2.000 2.000 2.000 30.000 860.000 146.700 19.800 30.000 144.555 570.000 240.000 3.000 6.000 2.000 1.000 1.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

8,298.81 10,537.43 3,739.46 7,639.72 7,397.30 3,234.90 15,050.00 5,001.00 1,029.60 1,200.00 578.22 3,556.80 4,320.00 14,904.54 3,822.78 2,308.16 588.18 165.65 648.24 2,172.70 2,745.12 3,127.68 1,500.00 4,176.69 484.74 143.62 150.80 1,624.50 910.00 97.36 941.93 572.22 358.20

TOTAL OF IMPROVEMENTS: $

151,914.91

1.000 2.000 4.000 4.000 5.000 3.000 3.000 43.000 52.000 361.000

13.000 0.067 0.241 0.112 180.000

-

DESIGN (0%):

US 17 Alternative 2 FDOT-D7

MOBILIZATION (5%): $

7,595.75

MAINTENANCE OF TRAFFIC (5%): $

7,595.75

CONTINGENCY (15%): $

22,787.24

COMPONENT TOTAL

\\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

189,893.63 4/7/2017

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

WB Left Turn at Garfield Avenue (L=200') UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.070

$

10,324.67

$

722.73

0120 1

REGULAR EXCAVATION

CY

119.000

$

7.58

$

902.02

0120 6

EMBANKMENT

CY

$

13.41

$

-

0160 4

TYPE B STABILIZATION

SY

356.000

$

2.15

$

765.40

0285709

OPTIONAL BASE,BASE GROUP 09

SY

274.000

$

16.38

$

4,488.12

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

15.000 15.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

1,439.10 1,827.30 92.00 20.04 150.80 140.00 21.67 89.91 239.49 199.00

TOTAL OF IMPROVEMENTS: $

11,097.57

23.000

6.000 52.000

2.000 0.015 0.023 0.047 100.000

DESIGN (0%):

WB LT @ Garfield FDOT-D7

MOBILIZATION (5%): $

554.88

MAINTENANCE OF TRAFFIC (5%): $

554.88

CONTINGENCY (15%): $

1,664.64

COMPONENT TOTAL

\\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

13,871.97 4/7/2017

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

EB Right Turn at Garfield Avenue (L=250') UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.110

$

10,324.67

$

1,135.71

0120 1

REGULAR EXCAVATION

CY

178.000

$

7.58

$

1,349.24

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

534.000

$

2.15

$

1,148.10

-

0285709

OPTIONAL BASE,BASE GROUP 09

SY

411.000

$

16.38

$

6,732.18

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

22.000 22.000 1.000 2.000 1.000 15.000 330.000 16.700 5.600 10.000 33.000 445.000 165.000 1.000 4.000 1.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

2,110.68 2,680.04 1,869.73 7,639.72 3,698.65 1,617.45 5,775.00 569.30 291.20 400.00 132.00 2,776.80 2,970.00 4,968.18 2,548.52 1,154.08 165.65 1,086.35 2,745.12 781.92 600.00 161.58 30.06 45.00 210.00 20.22 293.19 89.55

TOTAL OF IMPROVEMENTS: $

57,795.23

1.000

1.000 4.000 1.000 2.000

1.000 9.000

10.000

3.000 0.014 0.075 45.000

DESIGN (0%):

EB RT @ Garfield FDOT-D7

MOBILIZATION (5%): $

2,889.76

MAINTENANCE OF TRAFFIC (5%): $

2,889.76

CONTINGENCY (15%): $

8,669.28

COMPONENT TOTAL \\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

72,244.04 4/7/2017

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

NB Right Turn at Garfield Avenue (L=250') UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.110

$

10,324.67

$

1,135.71

0120 1

REGULAR EXCAVATION

CY

178.000

$

7.58

$

1,349.24

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

534.000

$

2.15

$

1,148.10

-

0285709

OPTIONAL BASE,BASE GROUP 09

SY

411.000

$

16.38

$

6,732.18

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

22.000 22.000 1.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

2,110.68 2,680.04 1,869.73 3,698.65 1,617.45 5,775.00 4,431.70 291.20 400.00 132.00 312.00 1,350.00 637.13 1,563.84 1,392.23 161.58 30.06 94.50 210.00 15.89 277.56 69.65

TOTAL OF IMPROVEMENTS: $

39,486.12

1.000 15.000 330.000 130.000 5.600 10.000 33.000 50.000 75.000 1.000

2.000

1.000 1.000 9.000

21.000

3.000 0.011 0.071 35.000

DESIGN (0%):

NB RT @ Garfield FDOT-D7

MOBILIZATION (5%): $

1,974.31

MAINTENANCE OF TRAFFIC (5%): $

1,974.31

CONTINGENCY (15%): $

5,922.92

COMPONENT TOTAL \\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

49,357.65 4/7/2017

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

0110 1 1

CLEARING & GRUBBING

AC

$

10,324.67

$

0120 1

REGULAR EXCAVATION

CY

$

7.58

$

-

0120 6

EMBANKMENT

CY

$

13.41

$

-

0160 4

TYPE B STABILIZATION

SY

$

2.15

$

-

0285709

OPTIONAL BASE,BASE GROUP 09

SY

$

16.38

$

-

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

312.00 4,968.18 637.13 1,154.08 648.24 1,086.35 900.00 1,392.23 1,440.00 -

TOTAL OF IMPROVEMENTS: $

12,538.21

50.000 1.000 1.000 1.000

1.000 1.000

3.000 1.000

320.000

-

DESIGN (0%):

Garfield S_Walk & X_Walks FDOT-D7

MOBILIZATION (5%): $

626.91

MAINTENANCE OF TRAFFIC (5%): $

626.91

CONTINGENCY (15%): $

1,880.73

COMPONENT TOTAL

\\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

15,672.76 4/7/2017

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

WB Right Turn at Alabama Avenue (L=420') UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.230

$

10,324.67

$

2,374.67

0120 1

REGULAR EXCAVATION

CY

249.000

$

7.58

$

1,887.42

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

747.000

$

2.15

$

1,606.05

-

0285709

OPTIONAL BASE,BASE GROUP 09

SY

576.000

$

16.38

$

9,434.88

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

31.000 31.000

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

2,974.14 3,776.42 1,050.00 894.40 800.00 188.00 156.00 4,968.18 165.65 337.70 73.20 612.80 323.16 2,415.55 113.56 900.00 280.00 110.79 299.84 89.55

TOTAL OF IMPROVEMENTS: $

35,831.96

60.000 17.200 20.000 47.000 25.000 1.000

1.000

1.000

1.000 2.000 2.000 1.000 34.000

4.000 4.000 0.077 0.077 45.000

DESIGN (0%):

WB RT @ Alabama FDOT-D7

MOBILIZATION (5%): $

1,791.60

MAINTENANCE OF TRAFFIC (5%): $

1,791.60

CONTINGENCY (15%): $

5,374.79

COMPONENT TOTAL

\\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

44,789.96 4/7/2017

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

EB Left Turn at Amelia Avenue (L=200') UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.034

$

10,324.67

$

355.17

0120 1

REGULAR EXCAVATION

CY

2.778

$

7.58

$

21.05

0120 6

EMBANKMENT

CY

$

13.41

$

-

0160 4

TYPE B STABILIZATION

SY

166.667

$

2.15

$

358.33

0285709

OPTIONAL BASE,BASE GROUP 09

SY

180.556

$

16.38

$

2,957.50

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

9.167 9.167

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

879.45 1,116.68 111.11 50.10 210.00 21.81 222.04 332.73 -

TOTAL OF IMPROVEMENTS: $

6,635.99

27.778

15.000

3.000 0.015 0.057 0.065

DESIGN (0%):

EB LT @ Amelia FDOT-D7

MOBILIZATION (5%): $

331.80

MAINTENANCE OF TRAFFIC (5%): $

331.80

CONTINGENCY (15%): $

995.40

COMPONENT TOTAL \\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

8,294.98 4/7/2017

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

NB Right Turn at Amelia Avenue (L=150') UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.055

$

10,324.67

$

568.89

0120 1

REGULAR EXCAVATION

CY

111.111

$

7.58

$

842.22

0120 6

EMBANKMENT

CY

$

13.41

$

-

0160 4

TYPE B STABILIZATION

SY

333.333

$

2.15

$

716.67

0285709

OPTIONAL BASE,BASE GROUP 09

SY

333.333

$

16.38

$

5,459.99

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

18.333 18.333

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

1,758.90 2,233.36 3,500.00 447.20 400.00 111.11 156.00 4,968.18 588.18 781.92 1,392.23 161.58 13.36 45.00 140.00 17.77 59.22 -

TOTAL OF IMPROVEMENTS: $

24,361.78

200.000 8.600 10.000 27.778 25.000 1.000

1.000

1.000

1.000 1.000 4.000

10.000

2.000 0.012 0.015

DESIGN (0%):

NB RT @ Amelia FDOT-D7

MOBILIZATION (5%): $

1,218.09

MAINTENANCE OF TRAFFIC (5%): $

1,218.09

CONTINGENCY (15%): $

3,654.27

COMPONENT TOTAL \\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

30,452.23 4/7/2017

ENGINEER'S ESTIMATE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5

FINANCIAL PROJECT ID: FILE VERSION: PAGE NUMBER:

Corridor Improvements - Sidewalk along South US 92 from Alabama Av. To Garfield Av. UNIT COST

TOTAL COST

0110 1 1

PAY ITEM #

CLEARING & GRUBBING

ITEM DESCRIPTION

UNIT QUANTITY AC

0.220

$

10,324.67

$

2,271.43

0120 1

REGULAR EXCAVATION

CY

179.000

$

7.58

$

1,356.82

0120 6

EMBANKMENT

CY

$

13.41

$

0160 4

TYPE B STABILIZATION

SY

$

2.15

$

-

0285709

OPTIONAL BASE,BASE GROUP 09

SY

$

16.38

$

-

0334 1 53 0337 7 73 0425 11 0425 1910 0430982138 0430175136 0520 1 10 0522 1 0522 2 0527 2 0570 1 2 0630 2 11 0630 2 12 0632 7 1 0635 2 11 0646 1 11 0646 1 40 0646 1 60 0650 1 14 0653 1 11 0653 1 12 0653 1 40 0660 2102 0660 2106 0665 1 11 0665 1 40 0670 5400 0700 1 11 0700 1 50 0700 2 50 0706 3 0711 11123 0711 11124 0711 11125 0711 11141 0711 11160 0711 11170 0711 16131 0711 16101 0711 16201 0711 17

SUPERPAVE ASPH CONC, TRAF C, PG76-22 (1", 110 lb/yd2) ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB (1", 110 lb/yd2)) MODIFY EXISTING DRAINAGE STRUCTURE INLETS, CLOSED FLUME MITERED END SECT, OPTIONAL RD, 36" CD PIPE CULV, OPT MATL, ROUND, 36"S/CD CONCRETE CURB & GUTTER, TYPE F CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" DETECTABLE WARNINGS PERFORMANCE TURF, SOD CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE SIGNAL CABLE- NEW OR RECO, FUR & INSTALL PULL & SPLICE BOX, F&I, 13" x 24" ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, RELOCATE ALUMINUM SIGNALS POLE, REMOVE TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, RELOCATE LOOP ASSEMBLY, F&I, TYPE B LOOP ASSEMBLY, F&I, TYPE F PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, RELOCATE TRAF CNTL ASSEM, MODIFY SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, RELOCATE MULTI- POST SIGN, RELOCATE RETRO-REFLECTIVE PAVEMENT MARKERS THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, DOT GUIDE, 6" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" THERMOPLASTIC, REMOVE

TN TN EA EA EA LF LF SY SY SF SY LF LF PI EA EA EA EA AS AS AS AS AS AS EA EA AS AS AS AS EA LF LF LF GM EA EA GM GM GM SF

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

95.94 121.82 1,869.73 3,819.86 3,698.65 107.83 17.50 34.09 52.00 40.00 4.00 6.24 18.00 4,968.18 637.13 1,154.08 588.18 165.65 896.44 648.24 1,086.35 337.70 686.28 781.92 300.00 73.20 1,392.23 306.40 161.58 2,415.55 3.34 2.06 2.90 4.50 1,791.54 225.00 70.00 1,444.48 3,909.24 5,095.44 1.99

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

36,476.30 6,292.00 5,600.00 1,712.00 -

TOTAL OF IMPROVEMENTS: $

53,708.55

1,070.000 121.000 140.000 428.000

-

DESIGN (0%):

Corridor Improvements FDOT-D7

MOBILIZATION (5%): $

2,685.43

MAINTENANCE OF TRAFFIC (5%): $

2,685.43

CONTINGENCY (15%): $

8,056.28

COMPONENT TOTAL

\\vhb\proj\Orlando\62393.02 US 17 at US 92 R2CTPO\reports\US 92 Improvements Cost Estimate_US 17 and Garfield 040717

$

67,135.68 4/7/2017