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University of Pittsburgh-Grid Reinforced Concrete Bridge Decks Behave like Orthotropic Plates
University of Pittsburgh-Design Practice is Conservative & Stresses are 30% lower than expected
University of Pittsburgh-Testing at very high loads can result in unrealistic fatigue results
University of Pittsburgh-Welding all grid intersections is not necessary
US Steel Test Showing Full Composite Action between Grid Deck and Supports
Concrete Filled Steel Grid Floors for Bridges-interesting info on weak direction reinforcement  
Full Scale Test - Upper Buckeye Bridge to Determine Effective Flange Width 
Behavior of Concrete Filled Steel Grid Decks
Study of Filled Grid Decks in Ohio
North Main St High Level Bridge Rehabilitation
Delamination of LMC Overlay on Filled Grid - Allegheny River
Physical Testing of Filled Grid Samples - Cedar Street Bridge
Weldless Cross Bar Splce for Cast in Place Grid Reinforced Bridge Decking
Grid Reinforced Concrete Stands up better to Chlorides than Rebar Decks
Fatigue Tests of Exodermic Bridge Deck
Wisconsin DOT Exodermic Deck Evaluation Final Report
Riveted grid decks can not be designed with current AASHTO procedures
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