Inspection Detail
Inspection: 314865452 - Razmik Tarkhanian Dba Bridge Iron
Inspection Information - Office: Los Angeles District Office
Site Address:
Razmik Tarkhanian Dba Bridge Iron
2201 Pico Blvd.
Santa Monica, CA 90404
Mailing Address:
400 Glen Aire Dr., Glendale, CA 91202
Union Status: Union
SIC:1791
NAICS: 238120/Structural Steel and Precast Concrete Contractors
Inspection Type: Accident
Scope: Partial
Advanced Notice: N
Ownership: Private
Safety/Health: Safety
Close Conference: 01/02/2014
Emphasis: S:Construction (Cship)
Case Closed: 01/18/2014
Type | Activity Nr | Safety | Health |
---|---|---|---|
Accident | 102764891 |
Violations/Penalties | Serious | Willful | Repeat | Other | Unclass | Total |
---|---|---|---|---|---|---|
Initial Violations | 1 | 1 | ||||
Current Violations | 1 | 1 | ||||
Initial Penalty | $3,150 | $0 | $0 | $0 | $0 | $3,150 |
Current Penalty | $3,150 | $0 | $0 | $0 | $0 | $3,150 |
FTA Penalty | $0 | $0 | $0 | $0 | $0 | $0 |
# | Citation ID | Citaton Type | Standard Cited | Issuance Date | Abatement Due Date | Current Penalty | Initial Penalty | FTA Penalty | Contest | Latest Event | Note |
---|---|---|---|---|---|---|---|---|---|---|---|
1. | 01001 | Serious | 1709 A | 01/03/2014 | 01/08/2014 | $3,150 | $3,150 | $0 | - |
Investigation Summary
At about 3:00 p.m. on July 9, 2013 , Employee #1, a foreman with Razmik Tarkhanian Dba Bridge Iron, was securing a 22 ft wide by 65 ft long trellis between two buildings that were under construction. Employee #1 was working alone, removing safety brackets, with an acetylene torch (oxy-acetylene), from the column supporting the trellis. The trellis brackets were about 18 ft above the ground. Employee #1 noticed that the steel tube connecting the trellis to the northwest column was not straight. Employee #1 was the foreman responsible for safety and the proper installation of the trellis at the site. Employee #1 decided that the welded connection at the northwest column was unacceptable and had to be repaired. Employee #1 used an acetylene torch (oxy-acetylene) to cut the bottom weld on the steel tube connecting the trellis to the northwest column. When the bottom weld was cut, the weight of the trellis was too great for the remaining welds to support the 15,000 pound structural steel trellis. This action allowed the northwest corner of the trellis to fall approximately two ft and trap Employee #1 between the trellis and the wall. Apparently, the structural design of the structure was modified by an unqualified foreman, when he removed structural welds. This caused the remaining welds to fail under the load, and allow the structure to fall. Employee #1 was transported to the hospital, and he was admitted for over 24 hours, for chest and facial fractures.
Keywords: CHEST, ROOF BRACKET, FRACTURE, ACETYLENE TORCH, BROKEN WELD, CAUGHT BETWEEN, FACE
# | Inspection | Age | Sex | Degree of Injury | Nature of Injury | Occupation |
---|---|---|---|---|---|---|
1 | 314865452 | Hospitalized injury | Fracture | Occupation not reported |