Field Evaluation of Methods to Minimize Transverse Glulam Deck Deflection Phase III Field Evaluation of Methods to Minimize Transverse Glulam Deck Deflection Phase III Field Evaluation of Methods to Minimize Transverse Glulam Deck Deflection Phase III

Research Project

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Field Evaluation of Methods to Minimize Transverse Glulam Deck Deflection Phase III

Researcher(s)

Principal investigator: Terry Wipf, 515-294-9501, tjwipf@iastate.edu (project list)

Co-principal investigators:

Project status

Completed

Start date: 08/15/07
End date: 12/31/12

Publications

Report: May 2015, All Materials for Glulam on National Center for Wood Transportation Structures website NA (*pdf)

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Sponsor(s)/partner(s)

Sponsor(s):USDA Forest Products Laboratory

About the research

Abstract:

The objective of the second phase of this project was to conduct full-scale field evaluations of various methods identified in previous research related to differential panel deflection and wearing surface distress in transverse glulam deck panels supported by longitudinal glulam stringers. The purpose of the Phase III study was to determine localized structural performance of the previously constructed demonstration bridge in Delaware County, Iowa to determine the cause of asphalt overlay cracking, assess the appropriateness of the existing asphalt overlay mix, and formulate a new asphalt mix design that performs better on transverse glulam decks.

2711 S. Loop Drive, Suite 4700, Ames, Iowa 50010-8664
Phone: 515-294-9501 ~ Fax: 515-294-0467
The Bridge Engineering Center is administered by Iowa State University's Institute for Transportation.

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