travel lanes and 8-ft. shoulders. The deck would consist of 1 million lbs. of rebar and 6,000 cu. yds. of concrete. The structural steel supporting the deck would weigh approximately 4.3 million lbs.

Since A706 rebar inherently meets the requirements of A615, all W bars should also be accepted as dual grade. Future A706 and A615 specification revisions may permit reinforcement bars with only a ...

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