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    Determination of Bridge Design Parameters through Field Evaluation of the Route 601 Bridge Utilizing Fiber-Reinforced Polymer Girders 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 001
    Author(s): Edgar Restrepo; Tommy Cousins; Jack Lesko
    Publisher: American Society of Civil Engineers
    Abstract: The Route 601 Bridge in Sugar Grove, Virginia, spans
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    Field Verification of Simplified Analysis Procedures for Segmental Concrete Bridges 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Marc Maguire; Cristopher D. Moen; Carin Roberts-Wollmann; Tommy Cousins
    Publisher: American Society of Civil Engineers
    Abstract: Load tests on segmental bridges are uncommon in the literature given their relatively short history and comparatively smaller presence in the national bridge inventory. This paper presents results from two segmental concrete ...
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    Live-Load Distribution Factors for Composite Bridges with Precast Inverted T-Beams 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 006
    Author(s): Fatmir Menkulasi; Carin L. Roberts Wollmann; Tommy Cousins
    Publisher: American Society of Civil Engineers
    Abstract: Short- to medium-span composite bridges constructed with adjacent precast inverted T-beams and cast-in-place topping are intended to provide a higher degree of resistance against reflective cracking and time-dependent ...
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    Field Investigation of a Sandwich Plate System Bridge Deck 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 005
    Author(s): Devin K. Harris; Tommy Cousins; Thomas M. Murray; Elisa D. Sotelino
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a live-load test of the Shenley Bridge, the first bridge application of the sandwich plate system technology in North America. The investigation focused on the evaluation of in-service ...
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    Flexural Lateral Load Distribution Characteristics of Sandwich Plate System Bridges: Parametric Investigation 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Devin K. Harris; Tommy Cousins; Elisa D. Sotelino; Thomas M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: The sandwich plate system (SPS) is a relatively new bridge deck system that consists of steel face plates bonded to a rigid polyurethane core. The decks are thin, lightweight, and modular in design and can be tailored to ...
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