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Inspection Detail

Inspection: 105501720 - Watson Erection Company

Inspection Information - Office: Tennessee Osha Knoxville Office - Safety

 

Inspection Nr: 105501720
Report ID: 0454714
Date Opened: 11/10/1987

Site Address:
Watson Erection Company
Boeing Road
Oak Ridge, TN 37830

Mailing Address:
107 W. Main Street, Knoxville, TN 37902

Union Status: Union

SIC:1791

NAICS: 0 


Inspection Type: Accident

Scope: Complete

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 12/01/1987

Planning Guide: Safety-Construction

Emphasis:

Case Closed: 03/04/1988


Related Activity
Type Activity Nr Safety Health
Accident 360612758
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 1 1
Current Violations 1 1
Initial Penalty $810 $0 $0 $0 $0 $810
Current Penalty $810 $0 $0 $0 $0 $810
FTA Penalty $0 $0 $0 $0 $0 $0

Violation Items
# Citation ID Citation Type Standard Cited Issuance Date Abatement Due Date Current Penalty Initial Penalty FTA Penalty Contest Latest Event Note
1. 01001A Serious 503010501 12/08/1987 12/11/1987 $810 $810 $0 -  
2. 01001B Serious 19260751 A 12/08/1987 12/11/1987 $0 $0 $0 -  

Investigation Summary

Investigation Nr: 977314
Event: 11/09/1987
CONSTRUCTION WORKER INJURED WHEN STEEL BEAM FELL

A 50 FOOT LONG STEEL GIRDER, WEIGHING 3500 POUNDS, WAS HOISTED INTO PLACE BY A HYDRAULIC BOOM CRANE. ONE END WAS BOLTED THROUGH THE WEB TO A FLANGE THAT HAD BEEN WELDED TO A VERTICAL BEAM. TWO OF THE THREE 3/4 INCH BOLTS AND NUTS WERE INSTALLED. THE GIRDER WAS SUPPORTED APPROXIMATELY 12 FEET FROM THE OTHER END BY A VERTICAL COLUMN WHICH WAS SHIMMED ONE INCH OFF THE CONCRETE FLOOR BY TWO 7/8 INCH HIGH NUTS AND 1/8 INCH THICK WASHERS OPPOSITE EACH OTHER, AND 90 DEGREES FROM THE TWO HALF INCH BOLTS WHICH PROTRUDED FROM THE CONCRETE FLOOR. THE BOLTS WERE SET THROUGH 3/4 INCH HOLES IN THE BOTTOM PLATE. THE NUTS WERE WRENCH-TIGHTENED WITH ONE WASHER ON EACH BOLT. ONE IRONWORKER, WHO WAS STRADDLING THE GIRDER, HAD LOOSELY FITTED ONE OF TWO 3/4 INCH BOLTS AND NUTS TO SECURE THE GIRDER TO THE COLUMN. THE CRANE SUPPORT WAS SLACKED OFF. THE GIRDER WAS "SHAKEN" BY THE IRONWORKER TO SEE IF IT WOULD SUPPORT ITSELF. THE LOAD WAS THEN UNHOOKED BY A SECOND IRONWORKER STANDING MID-WAY ON THE GIRDER. AFTER THE LOAD WAS DISCONNECTED, EMPLOYEE #1 SUSTAINED SEVERE HEAD INJURIES WHEN THE COLUMN/GIRDER FELL APPROXIMATELY 20 FEET TO THE FLOOR. EMPLOYEE #1 WAS LEANING OVER TRYING TO CONNECT A SECOND BOLT WHEN THE BEAM FELL.

Keywords: HEAD, STEEL BEAM, UNSECURED, IRON WORKER, CONSTRUCTION, STEEL CONNECTOR, FALL, FALLING OBJECT, STEEL CONNECTING

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 105501720 Hospitalized injury Fracture Structural metal workers
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