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the experimental specimens, detailing requirements are This experimental program tested only a single beam line
proposed. as a full-size specimen. The result should be verified by mon-
itoring the response of a complete bridge.
The analytical models do not accurately assess the effects
SUGGESTED FUTURE RESEARCH of differential shrinkage between the deck slab and the gird-
ers. Work needs to be done to create more accurate models.
This experimental program tested only AASHTO I shapes. The effects of skew and seismic effects were not tested in
Limited testing to verify positive moment connection capac- this program. Additional experimental work on seismic and
ity for other shapes may be advisable. skew effects is advised.
