PROJECT OVERVIEW...Welding American Engineering Denny's & Development Corp. Angels Research Mix Use...

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Transcript of PROJECT OVERVIEW...Welding American Engineering Denny's & Development Corp. Angels Research Mix Use...

Page 1: PROJECT OVERVIEW...Welding American Engineering Denny's & Development Corp. Angels Research Mix Use Building All Truck Sunoco Sales Premium Tech Hialeah Gardens High School Taco Bell
Page 2: PROJECT OVERVIEW...Welding American Engineering Denny's & Development Corp. Angels Research Mix Use Building All Truck Sunoco Sales Premium Tech Hialeah Gardens High School Taco Bell

PROJECT OVERVIEWProject Overview

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Okeechobee Road is regionally significant arterial that begins at NW 36 Street just north of the Miami International Airport and traverses the entire state

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UNDERSTANDING OF PROJECT CONTEXT NW 116th Way / Hialeah Gardens Blvd is a critical regional link Access to: I-75 HEFT SR 826/Palmetto

Expressway SR 924/Gratigny

Parkway Future MDX SR 924

Extension

I-75AccessMDX SR 924

Gratigny /SR-826

HEFTAccess

ProjectLocation

SR 82

6/Palm

etto

HEFT

EXISTING CONDITIONS

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EXISTING CONDITIONS

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Frontage Road

Hiale

ah G

arde

ns B

oulev

ard.

NW 11

8Way

NW 11

7Way

Okeechobee Road

NW South River Drive

Okeechobee Road is a divided urban principal arterial City of Hialeah Gardens to the north Town of Medley to the south Two bridges over C-6 Canal (Miami Canal) connecting Town of Medley

to Okeechobee Road (NW 121 Way and NW 116 Way) NW 116 Way minor arterial carrying more than 28,000 vehicles per day

as compared to 30,000 vehicles per day on Okeechobee Road

BurgerKing

RushTruckCenter

Polimix QuiznosSubs

EliteCarrierService

BB&TBank

AljomaLumber

FX GasStation

ProgressoPlaza

7-ElevenMercantile

Bank

TrucksUnlimited

AlexTruck

Welding

Denny'sAmerican Engineering& Development Corp.

AngelsResearch

Mix UseBuilding

All TruckSalesSunoco

PremiumTech

Hialeah GardensHigh School

TacoBell

EtherealGarden II

PumpStation

PumpStation

City GasSubstation

NW 11

6W

ay

A

A

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Existing Typical Section “A-A”

EXISTING TYPICAL Okeechobee Road has three lanes in each direction Two-lane frontage road on north side Miami Canal to the south separating Okeechobee Road from NW South River

Drive NW South River Drive is the most important corridor in the Town of Medley

FDOT R/W

EXISTING CONFIGURATION

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Main goal is to improve traffic operations and safety Existing Traffic Operations deficiencies

1. Close proximity of three signalized intersections

2. Insufficient capacity3. Substandard turning radii at canal

crossing/15% truck traffic

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Existing Safety Issues/Concerns4. Hialeah Gardens Drive (NW 116 Way),

high crash location 125 crashes (2007-2012)

5. High percentage (40%) rear end6. 23 fatalities (2007-2011)

1

468’

MAJOR DEFICIENCIES

Okeechobee Road

NWSRD

NW 11

6 Way

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Roadway Design Concrete pavement on Okeechobee Road mainline

Continuous bicycle and pedestrian facilities

Reduced delays

Reconstruction along NW South River Drive to tie back to the existing and to tie into the future Town of Medley

project

Structure Design Four new bridges

Two bridge replacements at NW 121 Way and NW 116 Way

Retaining walls

Miscellaneous structures

Traffic Control Plan – to minimize delays during construction

New drainage system

New lighting system

Subaqueous utility canal crossings and a new Town of Medley pump station

Signing and Pavement Markings

Signalization – 10 locations

Landscape Opportunity Plan

Intelligent Transportation System (ITS) – Arterial Dynamic signs, CCTV Cameras, travel time monitoring system, all connected to District 6 Sunguide

Public Involvement – Level 4 Community Awareness Plan

UNDERSTANDING OF SCOPE OF SERVICESDESIGN SCOPE OF SERVICES

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PROPOSED SOLUTIONGRADE SEPARATION OKEECHOBEE

BB A

A

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Typical Section “A-A” (Okeechobee Road east of NW 116 Way)

Typical Section “B-B” (NW 116 Way north of Okeechobee Road)

PROPOSED SOLUTIONTYPICAL SECTIONS

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LEGEND:

• 5 new signals

• 5 existing signals

to be replaced

PROPOSED SOLUTIONNEW SIGNALIZATION

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PROPOSED SOLUTIONACCESS CHANGES

1. Okeechobee Road southbound to NW 116 Way & Hialeah Gardens Boulevard: Existing: Left or right turn at NW 116 Way

Proposed: Use slip ramp to access frontage road and make a left or right turn at NW 116 Way

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PROPOSED SOLUTIONACCESS CHANGES

2. Okeechobee Road northbound to NW 116 Way & Hialeah Gardens Boulevard: Existing: Left or right turn at NW 116 Way

Proposed: o Use slip ramp to access frontage road and make a left or right turn at NW 116 Wayo Make a right turn at elevated intersection

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PROPOSED SOLUTIONACCESS CHANGES

3. NW 116 Way northbound to Okeechobee Road: Existing: Left or right turn at Okeechobee Road

Proposed: Left or right turn on frontage road and use slip ramps

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PROPOSED SOLUTIONACCESS CHANGES

4. Hialeah Gardens Boulevard southbound to Okeechobee Road: Existing: Left or right turn at Okeechobee Road

Proposed:o Left or right turn on frontage road and use slip rampo Make a left turn at elevated intersection

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PROPOSED SOLUTIONACCESS CHANGES

5. NW 122 Street to Okeechobee Road Existing: Use Hialeah Gardens Boulevard to access Okeechobee Road

Proposed:o No change for southbound Okeechobee Roado Northbound Okeechobee Road will have a direct access

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PROPOSED SOLUTIONACCESS CHANGES

6. NW South River Drive to Okeechobee Road Existing: Left or right turn over bridge and then second left or right to access Okeechobee Road

Proposed: o No Change at NW 121 Wayo Changes at NW 116 Way as previously stated

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PROPOSED SOLUTIONACCESS CHANGES

7. Frontage Road: Existing: No divided median

Proposed: Divided median from NW 98 Avenue to NW just east of NW 114 Street

Divided Median

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PROPOSED SOLUTIONACCESS CHANGES

8. Hialeah Gardens Boulevard: Existing: Two at-grade lanes in each direction

Proposed: o Three lanes in the northbound direction (one elevated,

two at grade)o Two to Five lanes in southbound direction (two

elevated, three at grade)

Two at-grade lanes

Three lanes NBTwo-five

lanes SB

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Network Performance Summary – 2040 AM Peak

Parameter PD&E No-Build Design % Improvement

Over No-Build% Improvement

Over PD&E

Total Delay Time (Vehicles/Hour) 1370 211 201 85% 5%Average Delay Time (Vehicles/Seconds) 542 68 65 88% 4%

Latent Delay Time (Vehicles/Hour) 555 6 1 100% 83%

Network Performance Summary – 2040 PM Peak

Parameter PD&E No-Build Design % Improvement

Over No-Build% Improvement

Over PD&E

Total Delay Time (Vehicles/Hour) 1393 189 152 89% 20%

Average Delay Time (Vehicles/Seconds) 516 64 51 90% 20%

Latent Delay Time (Vehicles/Hour) 323 1 1 100% 0%

PROPOSED SOLUTIONTRAFFIC SUMMARY

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PROPOSED SOLUTIONACCESS CHANGES

Bicycle Access Existing: no bicycle facilities Proposed:

o Designated bicycle lanes on the frontage roado Undesignated bicycle lanes on Okeechobee Road

Pedestrian Access Existing: Sidewalk gaps/disconnections throughout Proposed:

o Continuous sidewalk along the north side of the frontage roado Continuous sidewalk along the east side of NW 116 Way/ Hialeah Gardens Boulevardo Continuous pedestrian facilities across the C-6 Canal

Transit Access: No changes to transit access other than improvements due to bicycle and pedestrian access

Page 21: PROJECT OVERVIEW...Welding American Engineering Denny's & Development Corp. Angels Research Mix Use Building All Truck Sunoco Sales Premium Tech Hialeah Gardens High School Taco Bell