How long will abutments be cured before attaching falsework?
Need letter of certification saying all components of manufactured assemblies are used in conformance with the manufacturer's recommendations (51-1.06B)
I am assuming the falsework will be adjusted to final grade using the nuts on the deck support brackets, please confirm.
Need a superstructure placing diagram showing proposed concrete placing sequence and direction of pour, the location of construction joints. How long will we give before closure pour to let camber work itself out?
Dimensionwise, it looks complete to me. In terms of construction, do they intend to install the falsework, work on deck forming, or place concrete over live traffic? Will they use a bidwell to finish the deck? What pieces will they use? Have they submitted the PC/PS Girder placement plan, with details on bracing and how they intend to protect the girder.
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