# Standard Interpretations
1 - 1926.752(a)(1) - Whether the notification required in §1926.752(a)(1) (attained concrete strength) must be given where steel will be erected on a long-existed concrete slab.
2 - 1926.752(a), 1926.752(a)(1) - Whether the notification required in §1926.752(a)(1) (attained concrete strength) must be given where steel will be erected on a long-existed concrete slab.
3 - 1926.752(a)(2) - Notification requirements for concrete compressive strength and anchor bolt modifications.
4 - 1926.752(a), 1926.752(a)(2) - Notification requirements for concrete compressive strength and anchor bolt modifications.
5 - 1926.752(a)(1) - Requirements for compressive-strength testing of concrete and mortar in a masonry wall during steel erection.
6 - 1926.752(a), 1926.752(a)(1) - Requirements for compressive-strength testing of concrete and mortar in a masonry wall during steel erection.
7 - 1926.752(a)(1) - Field-cured concrete sample cylinders must be subjected to similar conditions as the footings/walls; acceptable use of the Windsor Probe/Pin testing method.
8 - 1926.752(a), 1926.752(a)(1) - Field-cured concrete sample cylinders must be subjected to similar conditions as the footings/walls; acceptable use of the Windsor Probe/Pin testing method.
9 - 1926.752(a)(1) - Written notification of ASTM strength test for mortar in masonry piers/walls prior to steel erection.
10 - 1926.752(a), 1926.752(a)(1) - Written notification of ASTM strength test for mortar in masonry piers/walls prior to steel erection.
11 - 1926.752(a)(1) - Mortar testing requirements and controlling contractor responsibilities under the Steel Erection Standard
12 - 1926.752(a), 1926.752(a)(1) - Mortar testing requirements and controlling contractor responsibilities under the Steel Erection Standard
13 - 1926.752(a)(1) - Steel erection concrete testing requirements and number of samples required to be taken
14 - 1926.752(a) - Clarification of "Controlling Contractor" duties under the Steel Erection Standard (1926 Subpart R)