York River Bridge

The very first NEXT Beam bridge is under construction replacing a 17 span steel girder bridge on Route 103 that crosses the York River in Maine. Dailey Precast is the precaster on the project and produced 28 NEXT Beams in varying lengths to build the 7 span, 510 ft. bridge. Vanasse Hagen Brustlin, Inc. the design consultants on the project found developing a new bridge configuration while maintaining the existing profile was a challenge that the NEXT Beam would easily solve.

Some of the Challenges for the new bridge configuration were to maintain the existing profile, navigational clearances, and avoids conflicts with existing substructure locations. NEXT beam solution provided approximately 4 in. of additional navigational clearance. Maine DOT desired an integral bridge design for the 510 ft. bridge. Diaphragms are located only at the beam ends at the abutments and piers. No intermediate diaphragms were required.

The existing timber abutments were replaced with an integral abutment consisting of a concrete stub abutment supported by steel H-piles with a permanent steel casing to allow piles to remain elastic. The existing timber pier bents were replaced with concrete filled steel pipe piles with a fusion bonded epoxy coating. The new typical section consists of two 11 ft. lanes with 4 ft. shoulders and a 5 ft. sidewalk. The out-to-out width is 38 ft.-2 in. with steel bridge railing on each side and the bridge was designed in accordance with AASHTO LRFD Design method.

The newly developed Northeast Extreme Tee (NEXT) Beam solution addresses medium span bridges 45 to 90 ft. in length and was proposed and developed by PCI Northeast Bridge Technical Committee. The NEXT beam offers significant advantages over typical stringer beam bridges. The top flange of the beam is designed to support the weight of the cast-in-place concrete deck.There is no installation or stripping of formwork required in the field. No intermediate diaphragms are included in the NEXT beam, which eliminates a time-consuming process. All of these features should lead to a fast construction process. The system is also desirable because it allows for utilities to be run between the long stems of the tee making it easier for both inspections and repairs.

This new bridge system is being watched carefully by many transportation officials as they are actively looking to replace deteriorating bridges with new ones that are durable, cost effective, enhance traffic flow and lower maintenance costs. The NEXT Beam addresses all those issues and will soon become a standard bridge system for medium span bridges.

Project Details

City:

York
 

State:

ME
 

Precaster:

Dailey Precast, LLC, Shaftsbury, VT
 

Owner:

Maine Department of Transportation
 

Engineer:

VHB-Vanasse Hangen Brustlin, Inc.
 

Contractor:

CPM Constructors, Freeport, ME
 

Total Length:

510 ft. (medium span bridge)
 

Structural Precast Elements:

• 28 NEXT Beams making up the 2-55 ft. spans and 5-80 ft. spans
 

Resources

 
 
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