Text For Citation: 03 Item/Group: 001 Hazard:

29 CFR 1926.752(b): The steel erection contractor began steel erection work without written notification that the concrete in the in the footings, piers and wall, or the mortar in the in the masonry piers and walls has attained, on the basis of an appropriate ASTM standard test method of field-cured samples, either 75 percent of the intended minimum compressive design strength or sufficient strength to support the loads imposed during steel erection: (a) On August 25th, 2018 and at time prior employees were exposed to struck by hazards where the steel erection contractor initiated erection activities without obtaining documentation from the controlling employer showing the concrete would support steel erection activities in the vicinity of 72nd Avenue NW & 38th Street NW in Parshall, North Dakota.