~ Joint repairs in progress. Elastomeric concrete had been replaced in the blockout, but the joint seal had not been installed.
~ Requiring fabricators to detail diaphragms for total dead load fit-up was proposed.
Transitions in slope protection appeared to have errors.
A/I ~ Structure Design will revise intermediate diaphragm details to include top chords.
A/I ~ Structure Design will bring up diaphragms for total dead load fit-up for discussion at the Joint AGC-DOT Bridge Design Committee and contact steel fabricators to discuss the concept.
A/I ~ Structure Design will review slope protection details used in contract plans.