An employee was attaching a steel angle plate weighing (approximately 200 pounds) to the end of a structural member (5,000 pounds) and was supported by dunnage. The dunnage was a crane mat (11 inches tall) with a 4x6 board on top of it and it supported five identical members. The main piece was 30.75 feet long, 37.25 feet tall, and 1 food wide. As the employee slid the piece of metal on top of the member to begin attaching it, the entire member began to tip over. The employee went to stop the main piece from tipping over and it landed on his ankle, fracturing it.
The injured employee was assisting five other employees with bracing a wall panel that was being stood up. Another employee slipped on frost on the floor surface. The employees went to evacuate the area in anticipation of the wall panel falling over. The injured employee went to jump through a window opening within the wall panel and their lower half was crushed by the falling wall panel. The employee sustained a fractured pelvis.
An employee was helping to move a 1,300-pound coil on a cart. The steel caster hit a crack in the concrete, the weld holding the caster onto the cart broke, and the coil and cart tipped over onto the employee. He was hospitalized with a laceration on his forehead and a pelvic fracture on his right side.
An employee was attempting to lift a steel beam from a horizontal, stacked position to a vertical position using a crane. They had placed two hooks on the east side of the beam on the flange. As the employee was hoisting the crane, the beam began to shift and pulled the employee forward onto the stack. When the material shifted, the hooks released and the material fell, pinning the employee between the two beams. The employee was hospitalized with soft tissue contusions on their proximal right thigh and interior left thigh.
An employee was moving a tensile strength test device with a dolly. The device fell from the dolly onto the employee's right leg, causing a compound fracture.