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Inspection Detail

Inspection: 301333639 - Pacific Coast Steel, Inc.

Inspection Information - Office: Monrovia District Office

 

Inspection Nr: 301333639
Report ID: 0950644
Date Opened: 11/30/2004

Site Address:
Pacific Coast Steel, Inc.
559 N. Citrus Avenue
Covina, CA 91723

Mailing Address:
12790 Holly Street, Riverside, CA 92509

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: 03/18/2005

Planning Guide: Safety-Construction

Emphasis:

Case Closed: 09/18/2006


Related Activity
Type Activity Nr Safety Health
Accident 362596892
Violation Summary
Violations/Penalties Serious Willful Repeat Other Unclass Total
Initial Violations 4 1 5
Current Violations 5 5
Initial Penalty $44,435 $0 $0 $750 $0 $45,185
Current Penalty $0 $0 $0 $1,200 $0 $1,200
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 Other 1712 D04 A 03/18/2005 04/04/2005 $0 $750 $0 10/20/2005 F - Formal Settlement  
2. 02001 Other 1712 F 03/18/2005 03/28/2005 $600 $22,500 $0 10/20/2005 F - Formal Settlement  
3. 03001 Other 1712 C03 03/18/2005 03/28/2005 $600 $8,435 $0 10/20/2005 F - Formal Settlement  
4. 04001 Other 1670 B11 B 03/18/2005 03/28/2005 $0 $6,750 $0 10/20/2005 F - Formal Settlement  
5. 05001 Other 1670 C01 03/18/2005 03/28/2005 $0 $6,750 $0 10/20/2005 F - Formal Settlement  

Investigation Summary

Investigation Nr: 201799178
Event: 11/30/2004
Two Employees Are Injured in Fall from Steel Beam

On November 30, 2004, Employee #1 and #2 were working at a multi-employer worksite on the new construction of a metrolink parking structure. They were reinforcing steel column E13 that measured approximately 32 in. high, which was tied to 8 number 6 dowels that were imbedded in the concrete foundation. The column was to be used as a supporting end member of a cloth line. Employee #1 and #2 were instructed to go up on the cloth line and attach four supporting 0.375 in steel cables, one on each corner. The column was braced on the north and south sides by non-extending pipe braces. The column was not supported by the crane, which broke shortly before, or by the rough terrain or by the extended-reach forklifts on the site. Employee #1 was on the North West corner, while Employee #2 worked opposite of him on the south east corner. Employee #1 accidentally dropped his cable to the ground. Employee #2 told him to go around and help him attach his rope. Employee #1 repositioned himself to the north east corner and placed 3 out of 4 clamps on the steel cable at the southeast corner. The column collapsed eastward both Employee #1 and #2 landed on top of the column E14 dowels that were covered by wooden troughs. Employee #1 sustained serious injuries from the fall and was hospitalized, Employee #2 sustained non serious injuries.

Keywords: BEAM, STEEL, COLLAPSE, ROPE, COLUMN, BRACE, FALL, PIPE, TEXTILE, CRANE

Investigated Inspection
# Inspection Age Sex Degree of Injury Nature of Injury Occupation
1 301333639 Hospitalized injury Puncture Construction trades, n.e.c.
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