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Inventor of Exodermic bridge deck.
For class II concrete (bridge deck): 4500 psi.
Class II (bridge deck) for slightly aggressive environment.
The automated bridge deck data collection and analysis is developed.
Open image in new window Fig. 1 Bridge deck cracking.
Alternatively, for mountain bridges 8N and 8L, the lightweight bridge deck exhibited cracking while the normalweight bridge deck did not.
As a result, serviceability issues govern GFRP bridge deck design.
Core samples from the bridge deck were taken.
Lightweight bridge deck 2L and normalweight bridge deck 2N, on the same bridge, exhibited virtually no cracking after 16 years of service in a coastal environment.
The bridge deck surfacing and railings are not considered as parts of the bridge structure, but their masses are included in the bridge deck.
Hence, the net power flow from the track to the bridge deck was used as the input power to the bridge deck.
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