ROAD CONSTRUCTION. 36 June 2014 ROADS&BRIDGES

Similar documents
I-4 Beyond the Ultimate. Florida Transportation Builders Association February 9, 2018

AASHTO SUBCOMMITTEE ON DESIGN. June 15, 2006 MARK ROBINSON, P.E. DISTRICT 5 INTERSTATE PROGRAM MANAGER FLORIDA DEPARTMENT OF TRANSPORTATION

Great Lakes North Central South Central FAX: (718) CONTACT PERSON: ADDRESS: Daniel Hom, PE, Engineer-in-Charge

Construction Engineering & Inspection

ALTERNATIVES. NCDOT made an early decision to first determine how to build the project (construction method) followed by what to build (alternatives).

We d like to thank you for attending this Wekiva Parkway Section 8 Preliminary Design Update hosted by the Florida Department of Transportation.

Southern Gateway Project and Public Green

GLEN ROAD PEDESTRIAN BRIDGE ENVIRONMENTAL ASSESSMENT STUDY PUBLIC INFORMATION CENTRE #2 OCTOBER 24, 2017

Bridge Type Assessment and Evaluation

TOWN OF PALM BEACH FOR IMMEDIATE RELEASE. Patricia Strayer, P.E., Town Engineer Phone: ,

Figure 5. Previously Identified Viable Corridors

Purpose of Open House #3

Public Meeting #3 May 9, 2009 MVVA Team

WELCOME TO OPEN HOUSE TWO November 28, 2018

FDOT/FTBA Construction Conference Work Plan

Victoria Bridge Municipal Class EA Civic Works Committee

Project Purpose. Project Need

WELCOME! 8 8:30 6: TH STREET IMPROVEMENTS. Open House. Presentation & Q&A

Overall Map. Chicago. St. Louis. Summit. Joliet. Dwight. Pontiac. Bloomington-Normal Lincoln. Springfield. Carlinville. Alton EXPERIENCE IT YOURSELF.

The Illinois Department of Transportation and Lake County Division of Transportation. Route 173, including the Millburn Bypass

Chesterfield County Project Update

Poinciana Parkway Extension Project Development & Environment Study

FDOT D4 Complete Streets

Welcome to the Sellwood Bridge Project Pre-Construction Open House

Issues Requiring Future Study

A. INTRODUCTION B. NO ACTION ALTERNATIVE

PROPOSED IMPROVEMENTS

6:00 8:00 PM I-95 FROM EXIT 57 TO EXIT 60 PROJECT

MARINA BAY. City of Richmond Officer Bradley A. Moody Memorial Underpass. April 14, 2010

2.0 PURPOSE AND NEED. 2.1 Purpose. 2.2 Need Traffic Congestion in and around Downtown Derry

Places29: List of Implementation Projects

1 Metrolinx overview. Mission We connect our communities. Vision Getting you there better, faster and easier

SOLICITATION J P1 Construction Engineering Services for Wiles Road Riverside Drive to Rock Island Road

Project Overview. Fairfax County Parkway Widening Fairfax County. Get Involved. Public Information Meeting. Contact Information

WELCOME NEIGHBORS! April 11, 2019

St. Clair Avenue West Area Transportation Master Plan

Moving The Metro. A special construction update for the metro Omaha area.

Fairfax County Parkway (Route 286) Widening Project

4.1 Build Alternative 1 Construction Phasing

2014 PSPE Philadelphia Chapter Outstanding Engineering Achievement Award Nomination

DESIGN PUBLIC HEARING. Phase II

Wiles Road from University Drive to Riverside Drive

I-95 Girard Avenue Interchange Near Neighbors Meeting. Project Status

Option A FINAL AESTHETIC SIGNATURE BRIDGE PROPOSAL. SR 836/I-395/I-95 Project

Mississippi Skyway Preliminary Engineering Report

SDOT DPD. SDOT Director s Rule DPD Director s Rule DCLU DR SED DR of 7 CITY OF SEATTLE

Spring 2018 Construction Update

Welcome. Northern Segment of Hwy 100 I-90 to South of Madison Street Meeting Goals:

I-4 Poinciana Parkway Connector Project Development and Environment (PD&E) Study. OCX Board Meeting

I-66 EASTBOUND WIDENING INSIDE THE BELTWAY PARDON OUR DUST MEETING

University Parkway Corridor Plan. Public Workshop Sept. 18, 2017

SUMMARY Downtown Malabar Meeting on July 30, 2013 State Road (SR) 514 (Malabar Road) Project Development and Environment (PD&E) Study

MARINA BAY NEIGHBORHOOD PRESENTATION. City of Richmond Officer Bradley A. Moody Memorial Underpass. April 11, 2012

Meeting Purpose: Date and Time: Location: Attendance: Handouts:

This page left intentionally blank.

4.500 Preston Road Overlay District

Main Street Reconstruction From Ninth Line to Stouffer Street. Town of Whitchurch-Stouffville. Public Information Centre

Project Status. Construction is underway for Phase 3. Overall Project Area and Schedule. Schedule of Current Construction Phases.

TRANSPORTATION ELEMENT GOALS, OBJECTIVES, AND POLICIES

INFRASTRUCTURE EXISTING INFRASTRUCTURE A. Circulation B. Signals C. Drainage D. Utilities

Memorandum CITY OF DALLAS. Riverfront Boulevard Design From Continental Avenue to Cadiz Street

Northeast Anthony Henday Drive Manning Freeway to Whitemud Drive Welcome to this Construction Information Session

SECTION 4(f) DE MINIMIS DOCUMENTATION

Public Officials/Design Advisory Meeting #12. Bensalem Township Municipal building, 2400 Byberry Road Bensalem, PA

Agenda. Introductions and Overview Study Purpose Study Approach Key Analysis Components Study Context Development Activity ( )

SBCAG STAFF REPORT. MEETING DATE: March 17, 2016 AGENDA ITEM: 5I

112th Avenue Light Rail Options Concept Design Report JUNE 2010 PREPARED FOR PREPARED BY TBG PGH

Rezoning Transportation Analysis Petition Number: General Location Identifier:

Scope of Services. River Oaks Boulevard (SH 183) Corridor Master Plan

Executive Summary. NY 7 / NY 2 Corridor

PROJECT SITE The Proposed Project includes the Allen and Pike Street malls between Delancey and South Streets (see Figure 2C-1).

WHAT IS THE PURPOSE OF THE OPEN HOUSE?

Metro Orange Line Extension Four Years Early and $61 Million Under Budget

Tyvola & Archdale Transit Station Area Plan. May 15, 2008

Right-of-Way Acquisitions and Relocations Technical Memorandum

Midtown Corridor Alternatives Analysis. Appendix A - Initially Considered Alternatives Screening

PLANNING COORDINATING COMMITTEE

I-90 Mississippi River Bridge & Interchange Project

SH 199 Corridor Master Plan. Community Meeting No. 2 May 31, 2017

STATUS REPORT ENVIRONMENTAL REVIEW FOR IMPROVED ACCESS. at the NORTH WHITE PLAINS STATION

SR 483 Clyde Morris Boulevard FDOT District 5

7.5 Impacts on the Section 4(f) Properties

Project Overview. Get Involved. Public Information Meeting. Contact Information

Recreational Pathway Crossing of Richmond Street Municipal Class Environmental Assessment. Public Information Centre #2 April 22, 2015

Clay Street Bridge Replacement Project

INNERBELT BRIDGE PUBLIC MEETING #2

NEWSLETTER #03 BEAUDESERT ROAD LOGAN MOTORWAY

North Carolina Department of Transportation Project Development and Environmental Analysis Branch

TRANSPORTATION COMMITTEE

COMPLETE GREEN STREET CHECKLIST

Adelaide Street / Canadian Pacific Railway (CPR) Grade Separation Class Environmental Assessment. Public Information Centre 3

Infrastructure Engineering Planning Construction Suite 300 Minneapolis, MN Tel: Fax:

HERNANDEZ & SWIFT ASSOCIATES, INC. Engineering & Environmental Services Balihai Court Gulf Breeze, Florida (850)

TRANSPORTATION ELEMENT

6 BRIDGES. 6.1 Design philosophy. Proposed bridges

Location. Served. Category. Units Start Year. Previous Appropriations

All inquiries or complaints will be handled according to CFX procedure and in a prompt and courteous manner.

Description of Preferred Alternative

I-485/ I-85 Interchange Charlotte, NC December 6, LANE The Lane Construction Corporation, 90 Fieldstone Court Cheshire, CT 06410

City of Hermosa Beach Administrative Policy #

Transcription:

ROAD CONSTRUCTION 36 June 2014 ROADS&BRIDGES

Young is full of life Recent expansion completes continuous, multilane arterial By Donald Hammack, P.E. Contributing Author The Florida Department of Transportation (FDOT) recently completed major improvements to a section of the John Young Parkway/S.R. 423 in Orange County. The $41.8 million design-build project involved the widening of the existing roadway from four to six lanes from Shader Road to the U.S. 441/Orange Blossom Trail intersection, construction of two new flyover bridges over U.S. 441 and the Florida Central Railroad, and a 1-mile new alignment extension to Forest City Road/S.R. 434 at the existing intersection with Edgewater Road/S.R. 424. FDOT estimates that this stretch of the John Young Parkway serves approximately 37,000 vehicles on an average day, a number expected to increase to more than 51,000 by 2032 due to continuing economic growth and development in central Florida. This project also will serve commuters seeking an alternative route to nearby I-4, where a complete reconstruction, expected to last six to seven years, will begin in fall 2014. The new extension links John Young Parkway to S.R. 434 and completes a continuous, multilane arterial that serves traffic to and from Orange, Seminole and Osceola counties. This segment of John Young Parkway runs north to south through a section of Orlando that includes a mix of businesses, light industrial development, residential communities and parks. Certain schedules Led by the team of Southland Construction and Dewberry Bowyer- Singleton (Southland/Dewberry), the project began in late June 2011 and was completed in October 2013. The design-build delivery process included several innovative design features to meet the ambitious schedule and trim costs. The team worked closely with FDOT District 5, Orange County, the city of Orlando and several utility agencies and owners to address a host of challenges, including maintenance of traffic during construction, maintaining business access along the corridor, a railroad crossing and relocations/installation of numerous utilities. A main concern to FDOT was the ability to maintain the heavy traffic volumes of John Young Parkway during and after construction. To improve the traffic flow on John Young Parkway, two major bridge structures totaling 2,114 ft in length were constructed to span the existing at-grade intersection at U.S. 441 and the adjacent Florida Central Railroad tracks. A Texas U-Turn was constructed just south of the existing intersection to allow turning movements eliminated by the ROADSBRIDGES.com 37

overpasses and maintain access to all of the side streets, driveways and businesses along the roadway. Maintenance of traffic along both John Young Parkway and U.S. 441 was a key priority for FDOT and local agencies. Due to the high traffic volumes, FDOT restricted lane closures between 6 a.m. and 9 p.m. The bridge construction required overhead work, and the southern portions of the bridges were located in the existing roadway footprint. In compliance with the restricted lane closures, the team developed erection schemes to work within the time constraints. Essentially, the bridge was designed first, then construction stages were tailored to fit within the restricted times. The northbound bridge runs 901 ft with four spans. The southbound bridge extends 1,213 ft with five spans. The bridges feature horizontally curved steel I-girders for the superstructure and both hammerhead and integral piers. The team also successfully maximized the existing roadway by extending milling and resurfacing limits, reducing the amount of reconstruction. Temporary measures included accommodations for pedestrians and bicyclists, as well as business location signs and access driveways during construction. The city of Orlando and Orange County both identified aesthetics, lighting, signalization, existing utilities and existing roadways as points of interest. Working with these governments, the Southland/ Dewberry team developed enhanced aesthetics for the bridge structure. Color, texture and lighting were all carefully considered, and the design incorporated both the city s and the county s emblems into the bridge walls. In addition, because the city and county will both maintain the signalization equipment, all signalization infrastructure was designed SPT Analyzer Because not all SPT hammers are created equal. sales@pile.com +1 216-831-6131 Write in 779 38 June 2014 ROADS&BRIDGES Improves the reliability of SPT results. Calibrates by measuring energy as required by ASTM. www.pile.com/spt The northbound bridge on the John Young Parkway in Orange County runs 901 ft with four spans. The southbound bridge extends 1,213 ft with five spans. The bridges feature horizontally curved steel I-girders for the superstructure and both hammerhead and integral piers. in collaboration with both entities. The team also worked with both governments on maintaining the use of their roads during construction, therefore enabling access to existing utilities and facilities throughout the duration of construction. Florida Central Railroads was involved throughout the construction of the project as well particularly concerning the installation of a new at-grade railroad crossing. Major concerns included overhead work, schedule impacts and railroad impacts. Throughout construction of the project Southland/Dewberry maintained correspondence with Florida Central Railroads to coordinate the construction schedule with their train schedules. To accommodate their needs, the team would receive notification of the current train schedule and temporarily shut down operations. A critical path The bridges included in the concept plans provided to the designbuild team were five-span continuous, curved, steel, plate girders with post-tensioned, cast-in-place, concrete, integral intermediate piers. The end bents and piers for the southern portions of the bridges were to be located in the existing John Young Parkway travel lanes, which meant that the new ramps to the existing U.S. 441 intersection had to be constructed and traffic rerouted to the ramps prior to the bridge construction at this end of the structures. Recognizing that the bridge construction represented the project s critical path, the Southland/Dewberry team brainstormed ideas to allow for concurrent operations as opposed to a linear relationship. The team introduced deck expansion joints in each bridge and switched the integral pier caps from post-tensioned concrete to steel-plate boxes. This approach allowed the northern bridge spans to be fabricated and constructed while the roadway construction south of the intersection was ongoing. The concurrent operations expedited the construction schedule while providing for the maintenance and protection of traffic throughout the project. The steel integral caps had the added bonus of lowering the vertical profile, which improved the aesthetics and reduced the height of the bridge-approach retaining walls. Considering that the steel erection was a critical component of the project and due to the restricted operating

FASTER. SAFER. SMARTER. To improve traffic flow on the John Young Parkway, two major bridge structures totaling 2,114 ft in length were constructed to span an at-grade intersection and railroad tracks. area, maintenance-of-traffic requirements and location of the railroad, the team developed a very detailed steel-erection plan based on the revised configurations, steel shipping restrictions and crane capacities. The plan included the splicing of the steel members on the ground in those areas where the temporary support towers would conflict with traffic lanes and/or the railroad. Tunneling through Due to the highly developed nature of the corridor, there were numerous utilities and nine utility owners present. Impacted utilities included water, sanitary, electric, gas and fiber optic. The Southland/ Dewberry team self-performed all utility design and relocations, with the exception of the fiber-optic lines, in order to control the schedule of these tasks. Through the utility coordination efforts, a key challenge was revealed early on: the location of a major AT&T duct bank and an existing manhole that, subsequent to construction of the bridge approaches, would be buried under 25 ft of embankment. Relocation of the access to the AT&T vault would not only have been expensive, it would also have impacted the project schedule by as much as six months. The solution was a unique access tunnel through the bridge-approach embankment, enabling the existing lines and vault to remain in place. A first for FDOT, the tunnel saved AT&T nearly $1 million and preserved the original construction schedule. The tunnel s elevation was designed to allow for some settling once construction was complete and the solution was proven highly successful. Direct answer The completion of the flyover bridges, roadway widening and new extension have improved safety and quality of life in the area. The additional lanes and dedicated turn lanes have improved traffic flow. The bridges have significantly reduced traffic at the previous intersection. Vacuworx provides the safest heavy-duty vacuum lifting equipment in the industry. Our products cut project times in half with a fraction of the ground personnel required by conventional methods. Vacuworx helps you work... Faster. Safer. Smarter. +1-918-259-3050 requests@vacuworx.com vacuworx.com 10105 East 55th Place, Tulsa, Oklahoma 74146 USA Write in 768 40 June 2014 ROADS&BRIDGES The design-build delivery process included several innovative design features to meet the ambitious schedule and trim costs.

And the new alignment extension has eliminated cut-through traffic in the adjacent neighborhoods. Sidewalks and dedicated bicycle lanes also have enhanced the safety of nonmotorized users along the parkway and have improved access to local amenities, including nearby Trotters Park. FDOT Director of Operations Alan Hyman was among state and local officials gathering at the ribbon cutting. This project features innovative solutions that increase mobility, safety and connectivity in the region, he stated. For the first time drivers have a direct connection between John Young Parkway and State Road 434/Forest City Road. R&B Hammack is an associate vice president in Dewberry Bowyer-Singleton s Orlando offi ce. The completion of flyover bridges, roadway widening and new extension have improved safety and quality of life in the area. Write in 769 ROADSBRIDGES.com 41