sr826 alternatives workshop 2012-08-21 final · 8/21/2012 · fm #: 418423fm #:...

SR 826/Palmetto Expressway PD&E StudySR 826/Palmetto Expressway PD&E StudyF SR 93/IF SR 93/I 75 h G ld Gl d I h75 h G ld Gl d I hFM #: 418423‐1‐22‐01ETDM # 11241

From SR 93/IFrom SR 93/I‐‐75 to the Golden Glades Interchange75 to the Golden Glades Interchange

ETDM #: 11241

Alt ti P bli W k hAlt ti P bli W k hAlternatives Public WorkshopAlternatives Public Workshop

August 21, 2012August 21, 2012

IntroductionIntroductionSR 826 PD&E StudySR 826 PD&E Study

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IntroductionIntroduction

•• Project Location Map Project Location Map –– From SR 93/IFrom SR 93/I‐‐75 to Golden Glades 75 to Golden Glades Interchange (GGI)Interchange (GGI)

2


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•• Florida Intrastate Highway System (FIHS)Florida Intrastate Highway System (FIHS)

–– Provides for high speed and high volume traffic movementsProvides for high speed and high volume traffic movementsProvides for high speed and high volume traffic movementsProvides for high speed and high volume traffic movements

–– Accommodates High Occupancy Vehicles (HOVs), express bus transit, and passenger rail service.Accommodates High Occupancy Vehicles (HOVs), express bus transit, and passenger rail service.

–– Serves interstate and regional commerce and longServes interstate and regional commerce and long‐‐distance tripsdistance trips

St t i I t d l S t (SIS)St t i I t d l S t (SIS)•• Strategic Intermodal System (SIS)Strategic Intermodal System (SIS)

–– SIS is a network of transportation SIS is a network of transportation hubshubs (rail stations, airports, ports, etc.), (rail stations, airports, ports, etc.), corridorscorridors (highways, rail lines, (highways, rail lines,

t t ) dt t ) d tt (hi h il li t it li d t ) th t li k l t(hi h il li t it li d t ) th t li k l twaterways, etc.), and waterways, etc.), and connectorsconnectors (highways, rail lines, transit lines, and waterways) that link select (highways, rail lines, transit lines, and waterways) that link select

highways, railways, transit lines, and waterways with other Designated SIS hubs, corridors, and connector.highways, railways, transit lines, and waterways with other Designated SIS hubs, corridors, and connector.

Statewide and regionally significant facilities and services (STRATEGIC)Statewide and regionally significant facilities and services (STRATEGIC)–– Statewide and regionally significant facilities and services (STRATEGIC)Statewide and regionally significant facilities and services (STRATEGIC)

–– Contains all forms of transportation for moving both people and goods (INTERMODAL)Contains all forms of transportation for moving both people and goods (INTERMODAL)

–– Integrates individual facilities, services, forms of transportation and linkage into single, integrated Integrates individual facilities, services, forms of transportation and linkage into single, integrated

transportation network (SYSTEM)transportation network (SYSTEM)

f l h f ll k ff h hf l h f ll k ff h h

3

–– SIS facilities carry more than 68% of all truck traffic on the State Highway SystemSIS facilities carry more than 68% of all truck traffic on the State Highway System


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•• Transportation Improvement ProcessTransportation Improvement Process

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•• What is a Project Development and Environment (PD&E) Study?What is a Project Development and Environment (PD&E) Study?

A f ll d b FDOT t l tA f ll d b FDOT t l t–– A process followed by FDOT to evaluate:A process followed by FDOT to evaluate:

Engineering AlternativesEngineering Alternatives

Project Initiation

Environmental & Engineering Data Collection

Environmental ImpactsEnvironmental Impacts

Social, Cultural and Economic impacts associatedSocial, Cultural and Economic impacts associatedEnvironmental &

Engineering Analysis

Data Collection

, p, p

with a Planned Transportation Projectwith a Planned Transportation Project Alternatives Public Workshop

nt P

roce

ss

–– Mandatory by the National EnvironmentalMandatory by the National Environmental

P li A (NEPA)P li A (NEPA) nvol

vem

en

Draft Environmental & Engineering Documents

Policy Act (NEPA)Policy Act (NEPA)

d h d l d l dd h d l d l d

Public Hearing

Publ

ic I

–– Required when Federal Funds are InvolvedRequired when Federal Funds are Involved Final Environmental & Engineering Documents

5

Location Design Concept Acceptance

BackgroundBackgroundSR 826 PD&E StudySR 826 PD&E Study

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BackgroundBackground

•• Previous SR 826 PD&E Study (USPrevious SR 826 PD&E Study (US‐‐1 to NW 1541 to NW 154thth •• Palmetto Expressway Master Plan (NW 154Palmetto Expressway Master Plan (NW 154thth

Street)Street)

–– Completed in 1987Completed in 1987

Street to GGI)Street to GGI)

–– Completed in 1999Completed in 1999

–– Recommended HOV LanesRecommended HOV Lanes

•• Palmetto Improvement Program (USPalmetto Improvement Program (US‐‐1 to NW 1 to NW

–– Project Advisory CommitteeProject Advisory Committee

–– Recommended Lane Additions with Interchange Recommended Lane Additions with Interchange

154154thth Street)Street)

–– 1212‐‐Section Implementation PlanSection Implementation Plan

ImprovementsImprovements

•• SR 826 NorthSR 826 North‐‐South PD&E Study (SR 836 to ISouth PD&E Study (SR 836 to I‐‐75) 75) O iO i–– Section 12 Section 12 –– South of NW 122South of NW 122ndnd Street to NW 154Street to NW 154thth

Street (Completed in 1995)Street (Completed in 1995)

‐‐ OngoingOngoing

•• II‐‐75 PD&E Study 75 PD&E Study –– OngoingOngoing

–– Section 5 Section 5 –– SR 826/SR 836 Interchange (Under SR 826/SR 836 Interchange (Under Construction)Construction)

•• SR 924/Gratigny Parkway West PD&E Study SR 924/Gratigny Parkway West PD&E Study ‐‐OngoingOngoing

•• GGI PD&E Study GGI PD&E Study ‐‐ OngoingOngoing

6

Study PurposeStudy PurposeSR 826 PD&E StudySR 826 PD&E Study

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Study PurposeStudy Purpose

•• Implementation of roadway improvements that will Implementation of roadway improvements that will

enhance safety and mobilityenhance safety and mobility

•• Evaluate express lanes and bus rapid transit alternativesEvaluate express lanes and bus rapid transit alternatives

•• Develop Interchange modificationsDevelop Interchange modifications•• Develop Interchange modificationsDevelop Interchange modifications

•• Develop multimodal optionsDevelop multimodal optionsWestbound Traffic During AM Peak PeriodWestbound Traffic During AM Peak Period

p pp p

•• Implement interim improvements to enhance safety and Implement interim improvements to enhance safety and

facilitate mobilityfacilitate mobility

•• Minimize environmental impactsMinimize environmental impacts

7

Eastbound Traffic During AM Peak PeriodEastbound Traffic During AM Peak Period

Need for ProjectNeed for ProjectSR 826 PD&E StudySR 826 PD&E Study

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Need for ProjectNeed for Project

•• Safety AnalysisSafety Analysis

–– Annual Average # of Crashes = 609Annual Average # of Crashes = 609

Annual Economic Loss = $85 MillionAnnual Economic Loss = $85 MillionSR 826 Corridor

Crash History 2006 2010–– Annual Economic Loss = $85 MillionAnnual Economic Loss = $85 Million

–– Predominant Crash PatternsPredominant Crash Patterns

Crash History 2006 ‐ 2010

T t l C h 3 043–– Rear Ends Rear Ends –– 42%42%

Total Crashes 3,043

–– Fixed Object Fixed Object –– 17%17%

–– Sideswipes Sideswipes –– 14%14%

Fatalities 22pp

–– Angle Angle –– 8%8% Injuries 1,614

8


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SR 826/Palmetto Expressway A l A D il T ffi (AADT) P j ti

250 000

Annual Average Daily Traffic (AADT) Projection

51% Increase

200 000

250,000

187,600

212,40051% Increase

150 000

200,000

130 600 133,800140,500

162,800

100 000

150,000 130,600 ,

50,000

100,000

0

50,000

2000 2005 2011 2020 2030 2040

9


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•• Level of Service along the MainlineLevel of Service along the Mainline

AM PM AM PM

South of NW 154th Street NW 154th Street D D D E

2040 No Build LOS2011 Existing LOSFROM TOFREEWAY

D D D ENW 154th Street NW 67th Avenue D D C DNW 67th Avenue NW 57th Avenue C C C CNW 57th Avenue NW 47th Avenue D D D Dun

d /

d SR

826

NW 47th Avenue NW 37th Avenue D D E ENW 37th Avenue NW 27th Avenue E D F ENW 27th Avenue NW 17th Avenue D C D DEa

stbo

urth

boun

d

NW 17th Avenue NW 12th Avenue D C E DNW 12th Avenue East of NW 12th Avenue D C E D

East of NW 12th Avenue NW 12th Avenue C D E F

Nor

6

NW 12th Avenue NW 17th Avenue C C D ENW 17th Avenue NW 27th Avenue C D D FNW 27th Avenue NW 37th Avenue D E F F

ound

/ nd

SR

82

NW 37th Avenue NW 47th Avenue D E F FNW 47th Avenue NW 57th Avenue D D F FNW 57th Avenue NW 67th Avenue D D D DNW 67th A NW 154th St t

Wes

tbo

uthb

oun

NW 67th Avenue NW 154th Street D D F ENW 154th Street South of NW 154th Street D D F D

So

10


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•• Level of Service at Level of Service at the Interchangesthe Interchanges

AM PM AM PM

East D D F F

2011 Existing LOS 2040 No Build LOSINTERCHANGE INTERSECTIONFREEWAY

East D D F FWest D E F ENorth E D D DS th82

6

NW 154th Street

NW 67th AvenueSouth D E E FNorth D D F FSouth C D F Fun

d SR

NW 57th Avenue

North D D F ESouth C D F FNorth D C F EN

orth

bou

NW 47th Avenue

NW 37th AvenueSouth C D F FNorth C B F DSouth C C F F

NW 27th Avenue

ound

/ N NW 37th Avenue

South C C F FNorth D C D DSouth C E F DNorth C C C C

NW 17th Avenue

East

bo

North C C C CSouth B B B B

NW 12th Avenue

11

Alternatives EvaluationAlternatives EvaluationSR 826 PD&E StudySR 826 PD&E Study

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Alternatives EvaluationAlternatives Evaluation

• No Build AlternativeNo Build Alternative

• Build Alternatives• Build Alternatives

M i liMainline

Interchanges

1212


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•• Project No Build Project No Build AlternativeAlternative

–– Maintain existing SR 826 corridorMaintain existing SR 826 corridor

NoNo capacity improvements tocapacity improvements to eliminate congestioneliminate congestion–– No No capacity improvements to capacity improvements to eliminate congestioneliminate congestion

–– No traffic safety improvementsNo traffic safety improvementsy py p

–– No correction to existing design deficienciesNo correction to existing design deficiencies

–– No noise No noise abatement measuresabatement measures

–– Inconsistent with Long Range Transportation PlansInconsistent with Long Range Transportation Plans

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NO BUILD – EXISTING TYPICAL SECTIONF NW 154th St t t NW 27th AFrom NW 154th Street to NW 27th Avenue

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NO BUILD – EXISTING TYPICAL SECTIONF NW 27th A t G ld Gl d I t hFrom NW 27th Avenue to Golden Glades Interchange

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•• Level of Service along the MainlineLevel of Service along the Mainline

AM PM AM PM

South of NW 154th Street NW 154th Street D D D E

2040 No Build LOS2011 Existing LOSFROM TOFREEWAY

D D D ENW 154th Street NW 67th Avenue D D C DNW 67th Avenue NW 57th Avenue C C C CNW 57th Avenue NW 47th Avenue D D D Dun

d /

d SR

826

NW 47th Avenue NW 37th Avenue D D E ENW 37th Avenue NW 27th Avenue E D F ENW 27th Avenue NW 17th Avenue D C D DEa

stbo

urth

boun

d

NW 17th Avenue NW 12th Avenue D C E DNW 12th Avenue East of NW 12th Avenue D C E D

East of NW 12th Avenue NW 12th Avenue C D E F

Nor

6

NW 12th Avenue NW 17th Avenue C C D ENW 17th Avenue NW 27th Avenue C D D FNW 27th Avenue NW 37th Avenue D E F F

ound

/ nd

SR

82

NW 37th Avenue NW 47th Avenue D E F FNW 47th Avenue NW 57th Avenue D D F FNW 57th Avenue NW 67th Avenue D D D DNW 67th A NW 154th St t

Wes

tbo

uthb

oun

NW 67th Avenue NW 154th Street D D F ENW 154th Street South of NW 154th Street D D F D

So

16


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•• Level of Service at Level of Service at the Interchangesthe Interchanges

AM PM AM PM

East D D F F

2011 Existing LOS 2040 No Build LOSINTERCHANGE INTERSECTION

East D D F FWest D E F ENorth E D D DS th

NW 154th Street

NW 67th AvenueSouth D E E FNorth D D F FSouth C D F F

NW 57th Avenue

North D D F ESouth C D F FNorth D C F E

NW 47th Avenue

NW 37th AvenueSouth C D F FNorth C B F DSouth C C F F

NW 37th Avenue

NW 27th AvenueSouth C C F FNorth D C D DSouth C E F DNorth C C C C

NW 17th Avenue

North C C C CSouth B B B B

NW 12th Avenue

17


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• No Build AlternativeNo Build Alternative

• Build Alternatives• Build Alternatives

M i liMainline

Interchanges

18


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PROPOSED BUILD ALTERNATIVE ALTERNATIVE 1ALTERNATIVE 1

19


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PROPOSED BUILD ALTERNATIVEALTERNATIVE 2ALTERNATIVE 2

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•• Projected Traffic Projected Traffic –– Level of Service Level of Service along the Mainlinealong the Mainline

AM PM AM PM AM PM

South of NW 154th Street NW 154th Street D E C C C D6

2040 No Build LOS 2040 Build ALT 1 LOS 2040 Build ALT 2 LOSTOFROMFREEWAY

NW 154th Street NW 67th Avenue C D D E D DNW 67th Avenue NW 57th Avenue C C D D C DNW 57th Avenue NW 47th Avenue D D E E E E

ound

/ nd

SR

826

NW 47th Avenue NW 37th Avenue E E D D F ENW 37th Avenue NW 27th Avenue F E E D F ENW 27th Avenue NW 17th Avenue D D E D E DNW 17th A NW 12th A

East

boor

thbo

un

NW 17th Avenue NW 12th Avenue E D E D E DNW 12th Avenue East of NW 12th Avenue E D D D D C

East of NW 12th Avenue NW 12th Avenue E F E E D ENW 12th A NW 17th A

No

26 NW 12th Avenue NW 17th Avenue D E D E D DNW 17th Avenue NW 27th Avenue D F D E D ENW 27th Avenue NW 37th Avenue F F D E E FNW 37th A en e NW 47th A en e F F D D E Fou

nd /

nd S

R 8

2

NW 37th Avenue NW 47th Avenue F F D D E FNW 47th Avenue NW 57th Avenue F F D D D DNW 57th Avenue NW 67th Avenue D D D D D DNW 67th Avenue NW 154th Street F E D D E D

Wes

tbo

outh

boun

21

NW 67th Avenue NW 154th Street F E D D E DNW 154th Street South of NW 154th Street F D D C D C

So


FM #: 418423FM #: 418423--11--2222--01 01


•• Interchange ImprovementsInterchange Improvements── Replace BridgesReplace Bridges

UU T LT L── UU‐‐Turn LanesTurn Lanes

── RampRamp WideningWideningRamp Ramp WideningWidening

── Ramp MeteringRamp Metering

── Add Turn LanesAdd Turn Lanes

Si li i E hSi li i E h── Signalization EnhancementsSignalization Enhancements

── New Interchange ConfigurationNew Interchange ConfigurationNew Interchange ConfigurationNew Interchange Configuration

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•• Projected Projected Traffic Traffic –– Level of Service Level of Service at the Interchangesat the Interchanges

AM PM AM PM AM PM

East F F D D NA NA

2040 Build Option 1 LOS2040 No Build LOS 2040 Build Option 2 LOSINTERSECTIONINTERCHANGE

East F F D D NA NAWest F E D C NA NANorth D D C E E DS th

NW 154th Street

NW 67th AvenueSouth E F C C D FNorth F F D D D ESouth F F C D D E

NW 57th Avenue

North F E C D NA NASouth F F C D NA NANorth F E C C NA NA

NW 47th Avenue

NW 37th AvenueSouth F F C C NA NANorth F D D E E FSouth F F E E F E

NW 37th Avenue

NW 27th AvenueSouth F F E E F ENorth D D D C NA NASouth F D D C NA NANorth C C D D NA NA

NW 17th Avenue

23

North C C D D NA NASouth B B B B NA NA

NW 12th Avenue


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Drainage AnalysisDrainage Analysis

• Existing Conditions– Located within South Florida Water

• Proposed Improvements– Existing Drainage Systems to be RetrofittedLocated within South Florida Water

Management District C‐8 and C‐9 Basins

Positive Storm Sewer System Ditch

Existing Drainage Systems to be Retrofitted to Satisfy Current Standards

Collector Conveyance Trunklines Along– Positive Storm Sewer System – Ditch Systems with Direct Discharge in Surrounding Canals

– Collector‐Conveyance Trunklines Along Corridor

F h D i S t (Li it d tg

– Poor Soil Conditions for Stormwater Drainage

– French Drain Systems (Limited to Interchanges)

Adj D i P dDrainage

– Outfall Canals at Capacity– Adjacent Detention Ponds

– Off‐Site Detention Ponds– Limited Green Space

– Limited Water Quality Features– Pump Station Systems

– Right‐of‐way Constraints24


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Environmental AnalysisEnvironmental Analysis

–– Social and Cultural ImpactsSocial and Cultural Impacts Community CohesionCommunity Cohesionyy

Social and Economic ImpactsSocial and Economic Impacts

Archeological and Historic SitesArcheological and Historic Sites Archeological and Historic SitesArcheological and Historic Sites

–– Natural ImpactsNatural Impacts WetlandsWetlands

Wildlife and HabitatWildlife and Habitat

–– Physical ImpactsPhysical Impacts NoiseNoise NoiseNoise

Air QualityAir Quality

C i iC i i

25

ContaminationContamination


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Noise AnalysisNoise Analysis

•• The Federal Highway Administration provides funds for noise barrier The Federal Highway Administration provides funds for noise barrier

consideration when the following occurs:consideration when the following occurs:

–– A new roadway is proposedA new roadway is proposed

–– New travel lanes are added to an existing roadNew travel lanes are added to an existing roadNew travel lanes are added to an existing roadNew travel lanes are added to an existing road

–– An existing roadway alignment is significantly alteredAn existing roadway alignment is significantly altered

•• The Palmetto Expressway PD&E Study includes the evaluation of The Palmetto Expressway PD&E Study includes the evaluation of New Travel New Travel

LanesLanes

26


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•• Noise Barrier Study ProcessNoise Barrier Study Process

–– Noise sensitive sites areNoise sensitive sites are identified alongidentified along corridorcorridorNoise sensitive sites are Noise sensitive sites are identified along identified along corridorcorridor

Residential areas, schools, churches, parks, and some businesses with Residential areas, schools, churches, parks, and some businesses with exterior areas of useexterior areas of useexterior areas of useexterior areas of use

–– Future 2040 traffic noise Future 2040 traffic noise levels are levels are predicted by a computer predicted by a computer modelmodelmodelmodel

–– Noise barriers are evaluated for receptor sites exceeding the Noise barriers are evaluated for receptor sites exceeding the Noise Abatement Criteria Noise Abatement Criteria

–– Noise Noise barriers are evaluated from a range of barriers are evaluated from a range of 8 to 14 feet along 8 to 14 feet along gg ggthe roadway shoulder and up to the roadway shoulder and up to 22 22 feet along the rightfeet along the right‐‐ofof‐‐way way lineline

27


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N i b i t b f iblN i b i t b f ibl

Noise AnalysisNoise Analysis•• Noise barriers must be feasible Noise barriers must be feasible

–– Does the noise barrier reduce projected traffic noise by at least 5 dB(A)?Does the noise barrier reduce projected traffic noise by at least 5 dB(A)?p j y ( )p j y ( )

–– Can the noise Can the noise barrier barrier be be constructed using standard construction methods and constructed using standard construction methods and techniques?techniques?

•• Noise barriers must be reasonableNoise barriers must be reasonable

–– Cost per Cost per benefited receptor site benefited receptor site is is $42,000 $42,000 or or less?less?

•• Noise barriers found reasonable and feasible are recommended for furtherNoise barriers found reasonable and feasible are recommended for further•• Noise barriers found reasonable and feasible are recommended for further Noise barriers found reasonable and feasible are recommended for further

consideration in the design phase consideration in the design phase with public inputwith public input

•• Study results and recommendations will be summarized in Noise Study ReportStudy results and recommendations will be summarized in Noise Study Report

28


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Next StepsNext Steps

•• PD&E analysis and recommendations will be confirmed during the design PD&E analysis and recommendations will be confirmed during the design

phasephase

d i b i bilid i b i bili•• Proposed noise barriers must pass a constructability testProposed noise barriers must pass a constructability test

Th b fit dTh b fit d t it ill b d t d t i th it it ill b d t d t i th i tt•• The benefited The benefited receptor sites will be surveyed to determine their receptor sites will be surveyed to determine their support support

for the recommended noise barrierfor the recommended noise barrierfor the recommended noise barrierfor the recommended noise barrier

–– Majority of the benefited Majority of the benefited receptor receptor sites must support construction of a noise sites must support construction of a noise barrierbarrier

29


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Representative Noise Barrier Along SR 826Along SR 826

30


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CostCost

Build AlternativeCost Item

Build Alternative

Alternative 1 Alternative 2

Construction $ 230 800 000 $ 365 700 000Construction $ 230,800,000 $ 365,700,000

Engineering $ 25,700,000 $ 29,300,000

Right‐of‐Way (1) $20,000,000 $29,000,000

TOTAL $ 276,500,000 (2) $ 424,000,000

(1) Right‐of‐Way includes drainage pond allowance(2) Does not include GGI ultimate conceptp

31


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•• Evaluation Matrix Evaluation Matrix No Build Alt. 1 Alt. 2

ENVIRONMENTAL FACTORS

DESIGN ALTERNATIVESEVALUATION CRITERIA

RATING SCALE:1. Worse than other Alternative2 N t l/ ith b tt

T&E Species Habitat Encroachment

Noise Impact

Contamination Impact

Permitting


2. Neutral/neither better or worse than other Alternatives

3. More Beneficial than other Alternatives

Permitting

Transportation Plan Compatibility

Right-of-Way Impacts

Cultural Facilities & Community Services

Historic & Archeological Site Impacts

NOTES:1 V hi l C i C it

Alternatives Community Cohesion

Construction Impacts

Aesthetic Features

ENGINEERING FACTORS1. Vehicle Carrying Capacity

1,650 veh/hr ML2,000 veh/hr GPL

Typical Section Total Carrying Capacity (see Note 1)

Traffic Safety/Crash Reduction

Managed Lane Functionality

Transit Service

Interchange Access Interchange Access

Emergency Evacuation

Freight Movements

Exceptions/Variations Requirements

Buisness Access/NW 167th Street

Revenue Potential

Drainage Needs

Utility Relocations

Maintenance of Traffic / Constructibility

32

Cost / Mile

COST FACTORS


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•• Evaluation Matrix Evaluation Matrix

1 2 3EVALUATION CRITERIARATING SCALE

1 2 3Worse than other Alternatives Neutral/neither better or worse than other Alternatives More Beneficial than other Alternatives

T&E Species Habitat Encroachment Reconstruction with 4 Additional Lanes Widening to Outside No Involvement

Noise Impact Total of 12 Lanes Total of 10 Lanes Total of 8 Lanes


EVALUATION CRITERIA

Contamination Impact Reconstruction with 4 Additional Lanes Widening to Outside No Construction

Permitting Reconstruction Widening No Construction

Transportation Plan Compatibility Inconsistent with Transportation Plans Consistent with Transportation Plans Consistent with Transportation Plans

Right-of-Way Impacts Total of 12 Lanes Total of 10 Lanes Total of 8 Lanes

Cultural Facilities & Community Services Cultural Facilities & Community Services

Historic & Archeological Site Impacts

Community Cohesion

Construction Impacts Reconstruction with 4 Additional Lanes Widening to Outside No Construction

Aesthetic Features

Typical Section total carrying capacity (see note 1) < 12,000 veh/hr 12,000 - 18,600 veh/hr >18,600 veh/hr

Traffic Safety/Crash Reduction

Express Lane Functionality No Express Lanes - Dual Express Lanes

Transit Service No Express Lanes Dual Express Lanes

ENGINEERING FACTORS

Transit Service No Express Lanes - Dual Express Lanes

Interchange Access

Emergency Evacuation Total of 6 Lanes Total of 8 Lanes Total of 10 Lanes

Freight Movements 6 General Purpose lanes 8 General Purpose Lanes

Exceptions/Variations Requirements Potential Exceptions/Variations Required - No Potential Exceptions/Variations Required

Buisness Access/NW 167th Street

Revenue Potential No Express Lanes Dual Express Lanes/No GGI Connection Dual Express Lanes with GGI Connection

Drainage Needs

Utility Relocations

Maintenance of Traffic / Constructibility Reconstruction with 4 Additional Lanes Widening to Outside No Construction Maintenance of Traffic / Constructibility Reconstruction with 4 Additional Lanes Widening to Outside No Construction

Cost / Mile Reconstruction with 4 Additional Lanes Widening to Outside No Construction

COST FACTORS

33

Public InvolvementPublic InvolvementSR 826 PD&E StudySR 826 PD&E Study

FM #: 418423FM #: 418423--11--2222--01 01

Public InvolvementPublic Involvement

•• Elected Elected Officials/Agencies Officials/Agencies BriefingsBriefings

•• Project Advisory Committee (PACProject Advisory Committee (PAC))

–– PAC Meeting #1 PAC Meeting #1 –– January 31, 2012January 31, 2012

–– PAC Meeting #2PAC Meeting #2 –– June 28 2012June 28 2012PAC Meeting #2 PAC Meeting #2 June 28, 2012June 28, 2012

•• Alternatives Public Alternatives Public MeetingMeeting

–– August 21, 2012August 21, 2012

•• Public Public HearingHearing

–– April 2013April 2013

34

Project ScheduleProject ScheduleSR 826 PD&E StudySR 826 PD&E Study

FM #: 418423FM #: 418423--11--2222--01 01

Project ScheduleProject Schedule

LEGEND: Public Meetings/Hearings Fact Sheets/Newsletter Other MeetingsLEGEND: Public Meetings/Hearings Fact Sheets/Newsletter Other Meetings

35

Get InvolvedGet InvolvedSR 826 PD&E StudySR 826 PD&E Study

FM #: 418423FM #: 418423--11--2222--01 01

Get InvolvedGet Involved

•• Complete a comment sheet todayComplete a comment sheet today

•• Drop them in the comments box or Mail Drop them in the comments box or Mail them to the address listed on the formthem to the address listed on the form

•• Comments are appreciated by September Comments are appreciated by September 18, 201218, 2012

36

Contact InformationContact InformationSR 826 PD&E StudySR 826 PD&E Study

FM #: 418423FM #: 418423--11--2222--01 01

Contact InformationContact Information

For more information on the SR 826/Palmetto Expressway PD&E Study, please call, e‐mail or write to:

Mr. Dat Huynh, P.E.Mr. Dat Huynh, P.E.

District Project Development EngineerDistrict Project Development EngineerDistrict Project Development EngineerDistrict Project Development Engineer

Florida Department of TransportationFlorida Department of Transportationo da epa t e t o a spo tat oo da epa t e t o a spo tat o

District 6District 6

1000 NW 1111000 NW 111thth Avenue, Room 6251Avenue, Room 6251

Miami, Florida 33172Miami, Florida 33172

Phone: (305) 470Phone: (305) 470‐‐52175217To view Agency comments and project documents please visit:To view Agency comments and project documents please visit:

Fax: (305) 470Fax: (305) 470‐‐52055205

EE‐‐mail: [email protected]: [email protected]

To view Agency comments and project documents, please visit:To view Agency comments and project documents, please visit:

http://etdmpub.flahttp://etdmpub.fla‐‐etat.org etat.org

ETDM Number: 11241ETDM Number: 11241ETDM Number: 11241ETDM Number: 11241

oror

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