517-432-8220 ncpp@egr.msu.edu

Stainless Steel Prestressing Strands and Bars for Use in Prestressed Concrete Girders and Slabs

The Maryland State Highway Administration has released a report that discusses corrosion decay on structures as it relates to the deployment of materials that can be used to provide durable corrosion protection and prevention of premature spalling or corrosion-induced cracking. Read the Report

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Methods for Strengthening Reinforced Concrete Bridge Girders Containing Poorly Detailed Flexural Steel Using Near-Surface Mounted Metallics

The Oregon Department of Transportation has released a report that investigates methods for strengthening deficient flexural steel anchorages on bridges by using supplemental surface bonded metallic reinforcing bars. Read the Report

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Novel Coating Technology for Improving the Corrosion Resistance and Mechanical Properties of Reinforcing Steel in Concrete

  TRB’s National Cooperative Research Program (NCHRP) Innovations Deserving Exploratory Analysis (IDEA) Report 156: Novel Coating Technology for Improving the Corrosion Resistance and Mechanical Properties of Reinforcing Steel in Concrete explores the development of a new coating technology with improved corrosion and mechanical performance as compared to existing commercially available coatings used for reinforcing steels. The coatings may extend…

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Improved Bridge Deterioration Models, Predictive Tools and Costs

Austroads has released a report that identifies differences in Australian and New Zealand road agencies’ bridge deterioration modelling and prediction tools for improving the scheduling of maintenance and replacement works. This report is available for no fee after logging onto the site. Read the Report

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Shear Behavior of Spliced Post-Tensioned Girders

The Center for Transportation Research at the University of Texas at Austin has released a report that evaluates the strength and serviceability of post-tensioned girders loaded in shear, including how a post-tensioning duct located in the web of a girder affects the shear transfer mechanism of a bulb-tee cross-section. Read the Report

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State DOTs Now Provide FHWA Greater Detail From Their Bridge Inspections

AASHTO Journal, 1 May 2015 The Federal Highway Administration has begun collecting new data from state departments of transportation to more closely monitor bridge conditions throughout the nation. Each year, state DOTs provide bridge inspection information to an FHWA national database by the end of April, and starting this year that includes more detailed “element-level” descriptions of conditions. “Smart…

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An Integrated Real-Time Health Monitoring and Impact/Collision Detection System for Bridges in Cold Remote Regions

The Mountain-Plains Consortium at North Dakota State University has released a report that considers the feasibility of creating an integrated structural health monitoring and impact/collision detection system for bridges in remote cold regions. Read the Report

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Behavior of the Splice Regions of Spliced I-Girder Bridges

The Center for Transportation Research at the University of Texas at Austin has released a report that describes a research program developed to study cast-in-place (CIP) splice regions of spliced I-girders, practices that have been implemented in CIP splice regions, and design recommendations based on the structural performance of spliced I-girder specimens. Read the Report

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