We have a contractor that wishes to use 3/4" x 6.25" carbon steel wedge anchors verses epoxy anchors for the details MwRSF developed in TRP-03-114-02 and TRP-03-278-13.
Contactor indicates the following in their submittal
Arbor Green would like to use a mechanical wedge anchor for the mounting of guardrail posts to the top of box culvert between the WB Beltline ramps and Broadway St. Specifically, we would like to use a 3/4"x 6.25" carbon steel wedge anchor. The data sheet I have provided shows pullout strengths well in excess of the plan notes per bolt, and there will be 4 bolts in each plate.
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