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Inspection Detail

Inspection: 314865452 - Razmik Tarkhanian Dba Bridge Iron

Inspection Information - Office: Los Angeles District Office

 

Inspection Nr: 314865452
Report ID: 0950641
Date Opened: 07/31/2013

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


Related Activity
Type Activity Nr Safety Health
Accident 102764891
Violation Summary
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

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 1709 A 01/03/2014 01/08/2014 $3,150 $3,150 $0 -  

Investigation Summary

Investigation Nr: 202545240
Event: 07/09/2013
Employee Is Caught by Fallen Trellis, Suffers Fractures

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

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 314865452 Hospitalized injury Fracture Occupation not reported
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