,1: 11.1 Project Purpose and Need Implement roadway improvements - - PowerPoint PPT Presentation
,1: 11.1 Project Purpose and Need Implement roadway improvements - - PowerPoint PPT Presentation
Okeechobee Road (US 27/SR 25) from SR 997/Krome Avenue to NW 79th Avenue Miami-Dade County , FL I~ ,1: 11.1 Project Purpose and Need Implement roadway improvements that will enhance safety and mobility Provide intersection modifications
Okeechobee Road (US 27/SR 25) from SR 997/Krome Avenue to NW 79th Avenue Miami-Dade County, FL
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11.1
Project Purpose and Need
- Implement roadway improvements that will
enhance safety and mobility
- Provide intersection modifications to reduce
- verall vehicular delay along Okeechobee Road
- Develop frontage road enhancements
- Develop multimodal options
- Determine feasibility of providing grade
separated improvements ,
- Determine needs for improvements to bridges
- ver Miami Canal
- Develop short term and long term improvement
- ptions
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Project Issues
- High density residential area to the
north
- City of Hialeah
- City of Hialeah Gardens
- Large industrial area to the south
- Town of Medley
- Closely spaced parallel facilities
- Close Proximity of frontage roads causes
severe weaving issues
- Truck queues block intersections at NW S
River Drive
- 3 signalized intersection connections
between NW S River Dr, Okeechobee Rd & Frontage Rd
- High truck traffic percentage along
Okeechobee Rd
- Few Access Points
FM No. 423251-1-22-01
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1July 9, 2014
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11.1
Key Project Components
- Engineering Analysis
- Existing conditions
- Crash Review
- Access
- Design
- Operational
- Structural (Bridges)
- Develop cost feasible solutions that
address project needs
- Environmental Analysis
- Analyze existing environmental
features
- Determine environmental impacts
- Public Involvement
- Perform comprehensive public
- utreach plan
- Coordination
- Gain public consensus
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Engineering Analysis
- Data Collection
- Traffic and Safety Analysis
- Analysis of existing roadway and
structural features
- Alternative Development and Evaluation
- No Build
- Transportation Systems Management and
Operations (TSM&O) Options
- Build Options
- Project Phasing
Alternative Selection Process
C!_O N CE~T 9A L DESIGN ANALYSISI fii'ii.!.111.!idifl }@l!.li·
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Project Alternatives
Okeechobee Road {US 27/SR 25) From SR 997/Krome Ave to SR 821/HEFT (4.8 miles)
- Divided rural principal
arterial
- Two12-ft lanes in each
direction
- SIS facility
- Posted speed: 55 mph
- Restricted Access
(Class 2)
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Project Alternatives
Okeechobee Road (US 27/SR 25) From SR 997/Krome Ave to SR 821/HEFT (4.8 miles)
- Segmental Improvement Areas 1-4
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Segmental Improvement Area 1
- Realigns Krome avenue intersections
- Provides additional capacity at the intersection
- Intersection improvements to allow adequate area for turning radius of large trucks
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Segmental Improvement Area 2
- Provides a right-out only at Frontage Road to provide space for adequate
acceleration and deceleration lanes
- Intersection improvements to allow adequate area for turning radius of large trucks
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Segmental Improvement Area 3
- Closure of the NW 127 Avenue Access to Okeechobee Road and provision of a new
access point at NW 129 Avenue to provide space for adequate acceleration and deceleration lanes
- Additional SB to EB left turn lane at the NW 154 Street intersection
- Intersection improvements to allow adequate area for turning radius of large trucks
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I ISegmental Improvement Area 4
- Intersection improvements to allow adequate area for turning radius of large trucks
- In addition to improvements proposed as part of HEFT and the Gratigny West
PD&E Studies, provides addition EB left to NB HEFT
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Project Alternatives
Okeechobee Road (US 27/SR 25) From SR 821/HEFT to NW 79 Avenue (4.9 miles)
- Divided urban principal
arterial
- Three12-ft lanes in each
direction
- SIS facility
- Restricted Access (Class 2)
- Posted speed - 50 mph
- Existing R/W varies -
260' along most of the corridor & 350' at intersections
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Project Alternatives
Okeechobee Road {US 27/SR 25) From SR 821/HEFT to NW 79 Avenue (4.9 miles)
- Segmental Improvement Areas
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Segmental Improvement Area 5
- Intersection improvements to provide additional intersection capacity and allow
adequate area for turning radius of large trucks
- NW 107 Avenue bridge widening to accommodate additional turning movements and
provision of three WB turbo lanes
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Segmental Improvement Area 6
- Elevates the Okeechobee Road mainline over NW 116 Way and provides a diamond
type configuration with the Frontage Road and NW South River Drive
- Provides flyover bridge from SB NW 116 Way to EB Okeechobee Road
- Provides improvements to the NW 121 Way intersection and widening of the bridge over
the Miami Canal to accommodate additional turn lanes.
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Segmental Improvement Area 7
- Depresses the Okeechobee Road mainline under NW 87 Avenue and provides a service
road for the local movements to NW 87 Avenue
- Realigns NW 103 Street further to the north
- Provides two flyover ramps from NB/SB NW 87 Avenue to WB/EB Okeechobee Road
- Relocates the NW 105 Way bridge further west to NW 106 Street.
FM No. 423251-1-22-01
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July 9, 2014
Segmental Improvement Area 8
- Provides additional through lanes along both the mainline from west of NW 95
Street to NW 79 Avenue (total 4 through lanes in each direction)
- Intersection improvements and bridge widening to provide additional intersection
capacity and allow adequate area for turning radius of large trucks
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Proposed Typical Section
- Okeechobee Road from Krome Avenue to HEFT
v- FENCE UNE
D.S.= 65 mph
R/W LINE TO FENCE LINE VARIES (2211 TO 395') 141' TO IBZ 79' TO 213' 38' TO 62' S' S' VARIES 4' IZ 1Z VARIES S' 7'
j
VARIES 7' S' VARIES 1Z 12' S' @SURVEY 34' TO 46' 7' VARIES (21' TO 41')
11 TO 12' 11 TO IZ16' TO 114' O' TO 12'
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0.02 0.02 0.02
- PROFILE
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GRADE POINT PAVED SHOULDER SOD BORDER VARIES (28' TO 129') VARIES (21' TO 1ZZJ
GUARDRAIL~
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R/W UNE NIAN/ CANAL PAVED SHOULDER PAVED SHOULDER
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NATURAL GROUND
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- Okeechobee Road from HEFT to NW 79 Avenue {proposed bike lanes)
D.S.= 60 mph
FENCE
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LINEI
- VARIES
21' TO 26'
~SOD VARIES (84' TO 119.5') VARIES (59' TO 76') VARIES (45' TO 62')
7'
VARIES VARIES 12' 12'
5'-10'
0'-12'
1:1 ,,,,,,
- _ _...
~NATURAL
GROUND 12'
4'
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R/W TO FENCE LINE VARIES (176' TO 239')
fi1 SURVEY
VARIES (84' TO 119.5') VARIES (59' TO 76') VARIES (45' TO 62')
7'
VARIES 7' 4' 12' 12' 12' VARIES VARIES 7' 8' to 35' 0'-12' 5'-10' SOD
t t t '
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.....
..... .....
.......
RW LINE VARIES (20' TO 33')
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Aesthetic Considerations
Miami-Dade MPO Typical Roadway Section and Zoned Right-of-Way Update Study (2007)
HIGHWAY
Typical Roadway Section and Zoned Right-of-Woy Update Study
MODAL PRIORITY: AUTOMOBILES
Six-Lane Four-Lane
Edge ol llD!dw!y ID Edge ol FIDl!l!!!r
LEGEND CONTEXT ZONES
- URBAl.J CORE
D
URBAl.i CENTER
- URBAN
D
SUBURBAN
- RUR.ti.L •~t<"t
D
SPECIAL DIS I RIC I
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Aesthetic Enhancement Features
- Potential Areas for Aesthetics
Enhancements
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- Enhanced Pedestrian features:
- Sidewalks
- Bike lanes
- Project will provide continuous sidewalks along
north side of Frontage Road
- Potential for future landscape opportunities
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LEGEND
~Pedestrian Facilities Existing Planned Proposed in PD&E
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R/W LINE
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VARIES (67' TO 85')
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BORDER VARIES
34'
VARIES ARIES 5' 12'
0.06 0.02 ' ' '
12'
5' 3'
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____ -------------------------------------- ___ J SOD TYPICAL SECTION FRONTAGE RD NW 138 AVE TO NW 79 AVE
20'-28'
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Aesthetic Enhancement Features
- Potential Areas Aesthetic Enhancements
- Structural components such as bridges and MSE walls
will follow FOOT aesthetic guidelines and implement aesthetic enhancement
- Design guidelines
- FOOT PPM Chapter 9: Landscape
- FOOT Design Standards
- FOOT PD&E Manual Chapter 15
- MPO Aesthetic Guidance and Action Plan for
Transportation Projects
LEGEND
Pedestrian Facilities Existing Planned Proposed in PD&E
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Public Involvement
- Coordination
- On-going/Planned Developments
- Miami-Dade County
MIAMI··
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- Miami-Dade Expressway Authority (MDX)
- Florida Turnpike Enterprise (FTE)
- Miami-Dade Public Works (MDPW)
- Miami-Dade Transit (MDT)
- Florida Highway Administration (FHWA)
- Florida Department of Environmental Protection (FDEP)
- South Florida Water Management District (SFWMD)
[ca:]
- Florida Power & Light (FPL)
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- CSX Transportation (CSX)
- City of Hialeah Gardens
- City of Hialeah
- Town of Medley
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Public Involvement
- Public Involvement Meetings Held
- Elected Official/Agency Kick-Off (July 12, 2012)
- Public Kick-Off (July 12, 2012)
- Project Advisory Committee #1 (September 6, 2012)
- Project Advisory Committee #2 ( January 29, 2013)
- Alternatives Public Work Shop (April 11, 2013)
- Project Advisory Committee #3 (February 27, 2014)
- Alternatives Public Workshop #2 (March 26, 2014)
- Upcoming Public Involvement Meetings
- Project Advisory Committee #4
- Public Hearing February 2015
Project Description and Purpose
The Florida DepartmentofTransportatlon {FOOT) District Six has lnlHated a Project Development and Environment {PD&El study
In an effort to provide Improvements along SR 25/US 27/0keechobee Road from SR 997 /Krome Avenue to NW 79th Avenue in Miami-Dade County. During the PD&E phase, preliminary engineering and environmentally feasible alternatives are developedand evaluated to determine which alternative most effectively addresses the needs associated with the project. The need for Improvements results from a combination of safety Issues and traffic operations deficiencies. SR 25/ US 27/0keechobee Road serves as part of the Strategic lntermodal System {SIS) and the Florida Intrastate Highway System (FIHS) and is also designated =~;~r~:~u1~f~l~t1~JY~!~c~j>'F~:~;ik~. s~2~;t~f~P~ar~:;~!~s~ 1-195. Okeechobee Road Is also Identified as a major truck route and Is vital to the movement of freight. This facility provides critical access to the Town of Medley, an Important origin and destination for regional freight activity. The objective of this project Is to provide overall traffic operation Improvements along the study corridor through the provision
- f Intersection improvements, frontage road enhancements, roadway improvements and Improvements at canal crossings.
The approach to this project wlll be to thoroughly assess the safety, mobility and community needs of the corridor, develop alternatives to address those needs, and evaluate them according to regulatory agency requirements and community values.
Public Involvement
FOOT has embarked on a public involvement program as a part of this PD&E Study. Public involvement began In spring 2012 and will continue throughout the project. This process Is designed to ensure public Input In the development of alternatives by actlvelyencouraglng and facilitating the participation- f
the general public. citizen groups, interest groups, elected and appointed
- fficials, environmental resource agencies, and other stakeholders. Opportunities to comment include communication with
project staff, attending public me~ngs and through the projectweb~te. Public participation is solicited without regard to race, color, national origin, sex, religion, disability or family status. For more information, please call, email or write to: Bao-Ying Wang, P.E. - FOOT Project Manager Florida DepartmentofTransport~tion, District Six 1000NW111 th Avenue, Room 62S1, Miami, Florida 33172 Phone: (305) 470-5211 I Email: baoying.wang@dotstate.fl.us Robert Linares, P.E. -Consultant Project Manager Metric Engineering Inc. 13940SW136 Street, Suite 200, Miami, Fl 33186 Phone: (305) 235-5098 I Email: rlinares@metriceng.com
www.fdotmiamidade.com/okeechobeeroadstudy
Okeechobee Rd PD&E Study Team Contact Information:
Bao-Ying Wang, P.E. - FOOT Project Manager Florida Department of Transportation, District Six 1000 NW lllth Avenue, Room 6251, Miami, Florida 33172 Phone: {305) 470-521
Fax: (305) 640-7558 E-mail: baoying.wang@dot.state.fl.us
Robert Linares, P.E. - Consultant Project Manager
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Metric Engineering, Inc. 13940 SW 136 Street, Miami, Florida 33186 Phone: (305} 235-5098
Fax: (305) 251-5894 E-mail: rlinares@metriceng.com
Or Visit the Project Website:
www.fdotmiamidade.com/okeechobeeroadstudy
Thank You!!
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