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Inspection Detail

Inspection: 15368624 - Superior Construction Company Incorporated

Inspection Information - Office: Indiana Department Of Labor

 

Inspection Nr: 15368624
Report ID: 0551800
Date Opened: 11/30/1984

Site Address:
Superior Construction Company Incorporated
Milepost 10 In Toll Road
Gary, IN 46401

Mailing Address:
Po Box M-888 2045 E Dunes Hwy, Gary, IN 46401

Union Status: Union

SIC:1791

NAICS: 0 


Inspection Type: Accident

Scope: Partial

Advanced Notice: N

Ownership: Private

Safety/Health: Safety

Close Conference: 01/03/1985

Planning Guide: Safety-Construction

Emphasis:

Case Closed: 02/15/1985


Related Activity
Type Activity Nr Safety Health
Accident 360582191
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 1 1
Current Violations
Initial Penalty $1,000 $0 $0 $0 $0 $1,000
Current Penalty $0 $0 $0 $0 $0 $0
FTA Penalty $0 $0 $0 $0 $0 $0

Violation Items
# Citation ID Citaton Type Standard Cited Issuance Date Abatement Due Date Current Penalty Initial Penalty FTA Penalty Contest Latest Event Note
1. 01001 Serious 19260028 A 01/11/1985 12/14/1984 $1,000 $1,000 $0 A - Amendment Citation has been deleted.

Investigation Summary

Investigation Nr: 14223861
Event: 11/29/1984
Employee Killed in Fall from Pier

On the morning of November 29, 1984, two employees were assigned the task of bolting up diaphragms to lateral girders at two piers. By lunch, they had completed both piers. After lunch they were told that the second pier should be redone with a larger sized bolt. Working from east to west, they changed the bolts on the diaphragms connecting the first and second and second and third girders and on the east end of the third, or center, diaphragm. In moving from the east end of the diaphragm to the west end, a distance of not more than 8 feet, one of the employees fell off the concrete pier cap surface to the concrete base, 21 feet, 6 inches below, and an additional 4 feet down to the river bank. He died of injuries sustained in the fall. The surface from which he fell was 43 inches wide, dissected lengthwise by the 10.5-in.-wide I-beam-shaped diaphragm, with 15 inches of clearance under the diaphragm. This provided a working surface 16.5 in. wide on both sides plus the open space under the diaphragm. Between the east and west points of the center diaphragm, the pier cap had an 8-inch step down, which could possibly have been a contributing factor to the fall.

Keywords: PIER, CONSTRUCTION, FALL, FALL PROTECTION, STEEL CONNECTING

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 15368624 Fatality Fracture Structural metal workers
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