Skip to contentUnited States Department of Transportation - Federal Highway AdministrationSearch FHWAFeedback

FHWA > Every Day Counts > Accelerating Technology > Prefabricated Bridge Elements and Systems > Innovative Projects > All Projects

Prefabricated Bridge Elements and Systems

Cross Westchester Expressway Viaducts

LocationI-287 in Westchester County 10 miles north of New York City
StateNY
Completion Date1999
Contact PersonGeorge A. Christian P.E.
Acting Director
Structures Design and Construction Division
New York State Department of Transportation
State Campus Building 5, 6th Floor
1220 Washington Avenue
Albany NY 12232
Phone: (518) 457-6827
Fax: (518) 485-7826
Email: Gchristian@gw.dot.state.ny.us
DescriptionRequired to maintain six lanes of congested traffic and limit construction on a restricted site during replacement of two major I-287 viaducts in Westchester County, the New York State Department of Transportation accepted the contractor's value-engineering proposal to incorporate precast segmental voided pier sections for each of the 42 piers, which consisted of 8-foot match-cast segments vertically post-tensioned together and to the footings. Piers ranged from 20 to 55 feet in height, and a typical pier could be erected in one day. The proposal also changed the cast-in-place deck to 10-foot-long by 9-inch-thick precast panels, 42 to 50 feet wide to match longitudinal construction stages, supported on pairs of multi-span continuous steel tub girders. Up to 15 panels could be erected in a single shift, with 'in-line' erection methods used where side access was not available. Prior to grouting the panels to the girders, the entire deck was post-tensioned longitudinally in a variable pattern that was designed to provide a zero-tension deck under design live loads. The precast deck and pier construction reduced the contract's original 34-month schedule to 26 months.
PhotoPhoto of Cross Westchester Expressway Viaduct. Click image for larger view
Prefabricated Elementstotal
Other KeywordsPrecast segmental match-cast pier units; precast longitudinally post-tensioned deck panels; steel tub girders,full-depth deck panels,precast box piers,totally prefabricated bridges
AdvantagesMinimized traffic disruption by reducing construction time from 34 to 26 months. Improved constructibility by reducing needed access to a site-restricted expressway.
Contract Elements"A+B" bidding and incentive/disincentive provisions.
Photo CreditsNew York State Department of Transportation
Updated: 09/27/2011

FHWA Home | Feedback | Privacy Notice

FHWA