Camber Prediction in Precast, Pretensioned Concrete Bridge Girders

Precast, prestressed concrete girders typically camber upwards when they are prestressed. If this camber is significantly larger than expected, smaller than expected, or if adjacent girders have significantly different cambers, construction problems can result. To reduct construction difficulties in the future,it is necessary to evaluate current methods for estimating camber and to improve these methods as necessary. The primary objective of the research is to improve methods of predicting camber in precast, prestressed concrete girders. The methods should address camber in all Washington State Department of Transportation (WSDOT) precast, pretensions girder sections with or without cast-in-place concrete slabs.

Language

• English

Project

• Status: Completed
• Funding: $42900.00
• Contract Numbers:

  T2695-68

• Sponsor Organizations:

  Federal Highway Administration

  1200 New Jersey Avenue, SE
  Washington, DC  United States  20590
• Project Managers:

  Willoughby, Kim

• Performing Organizations:

  Transportation Northwest

  129 More Hall
  P.O. Box 352700
  Seattle, WA  United States  98194-2700
• Principal Investigators:

  Stanton, John

• Start Date: 20041001
• Expected Completion Date: 0
• Actual Completion Date: 20070630
• Source Data: RiP Project 12616

Subject/Index Terms

• TRT Terms: Concrete bridges; Curvature; Girders; Precast concrete; Prestressed concrete; Prestressed concrete bridges; Research projects
• Identifier Terms: Washington State Department of Transportation
• Uncontrolled Terms: Bridge girders
• Subject Areas: Bridges and other structures; Construction; Design; Highways; I30: Materials;

Filing Info

• Accession Number: 01460476
• Record Type: Research project
• Source Agency: Washington State Department of Transportation
• Contract Numbers: T2695-68
• Files: RiP, USDOT, STATEDOT
• Created Date: Jan 3 2013 1:25PM