PROJECT OVERVIEW Project Overview Okeechobee Road is regionally - - PowerPoint PPT Presentation
PROJECT OVERVIEW Project Overview Okeechobee Road is regionally - - PowerPoint PPT Presentation
PROJECT OVERVIEW Project Overview Okeechobee Road is regionally significant arterial that begins at NW 36 Street just north of the Miami International Airport and traverses the entire state 2 EXISTING CONDITIONS UNDERSTANDING OF PROJECT
PROJECT OVERVIEW
- Project 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-75 Access MDX SR 924 Gratigny / SR-826 HEFT Access Project Location SR 826/Palmetto HEFT
EXISTING CONDITIONS
EXISTING CONDITIONS
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Frontage Road Hialeah Gardens Boulevard. NW 118Way NW 117Way
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
Burger King Rush Truck Center Polimix Quiznos Subs Elite Carrier Service BB&T Bank Aljoma Lumber FX Gas Station Progresso Plaza 7-Eleven Mercantile Bank Trucks Unlimited Alex Truck Welding Denny's American Engineering & Development Corp. Angels Research Mix Use Building All Truck Sales Sunoco Premium Tech Hialeah Gardens High School Taco Bell Ethereal Garden II Pump Station Pump Station City Gas Substation
NW 116 Way
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
- Main goal is to improve traffic
- perations and safety
- Existing Traffic Operations deficiencies
- 1. Close proximity of three signalized
intersections
- 2. Insufficient capacity
- 3. Substandard turning radii at canal
crossing/15% truck traffic
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- Existing Safety Issues/Concerns
4. Hialeah Gardens Drive (NW 116 Way), high crash location 125 crashes (2007- 2012) 5. High percentage (40%) rear end 6. 23 fatalities (2007-2011) 1
468’
MAJOR DEFICIENCIES
Okeechobee Road NWSRD NW 116 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 SERVICES
DESIGN SCOPE OF SERVICES
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PROPOSED SOLUTION
GRADE SEPARATION OKEECHOBEE
B B 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 SOLUTION
TYPICAL SECTIONS
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- 5 new signals
- 5 existing signals
to be replaced
PROPOSED SOLUTION
NEW SIGNALIZATION
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PROPOSED SOLUTION
ACCESS 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 SOLUTION
ACCESS CHANGES
2. Okeechobee Road northbound 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
- Make a right turn at elevated intersection
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PROPOSED SOLUTION
ACCESS 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 SOLUTION
ACCESS CHANGES
4. Hialeah Gardens Boulevard southbound to Okeechobee Road:
- Existing: Left or right turn at Okeechobee Road
- Proposed:
- Left or right turn on frontage road and use slip ramp
- Make a left turn at elevated intersection
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PROPOSED SOLUTION
ACCESS CHANGES
5. NW 122 Street to Okeechobee Road
- Existing: Use Hialeah Gardens Boulevard to access Okeechobee Road
- Proposed:
- No change for southbound Okeechobee Road
- Northbound Okeechobee Road will have a direct access
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PROPOSED SOLUTION
ACCESS 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:
- No Change at NW 121 Way
- Changes at NW 116 Way as previously stated
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PROPOSED SOLUTION
ACCESS 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 SOLUTION
ACCESS CHANGES
8. Hialeah Gardens Boulevard:
- Existing: Two at-grade lanes in each direction
- Proposed:
- Three lanes in the northbound direction (one elevated,
two at grade)
- Two to Five lanes in southbound direction (two
elevated, three at grade) Two at-grade lanes Three lanes NB Two-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 SOLUTION
TRAFFIC SUMMARY
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PROPOSED SOLUTION
ACCESS CHANGES
Bicycle Access
- Existing: no bicycle facilities
- Proposed:
- Designated bicycle lanes on the frontage road
- Undesignated bicycle lanes on Okeechobee Road
Pedestrian Access
- Existing: Sidewalk gaps/disconnections throughout
- Proposed:
- Continuous sidewalk along the north side of the frontage road
- Continuous sidewalk along the east side of NW 116 Way/ Hialeah Gardens Boulevard
- Continuous pedestrian facilities across the C-6 Canal
Transit Access:
- No changes to transit access other than improvements due to bicycle and pedestrian access