WHITE PLAINS, NY ·
OSHA Inspection: PACIFIC IRON WORKS, INC.
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of PACIFIC IRON WORKS, INC. in 50 PARTRIDGE ROAD, WHITE PLAINS, NY 10605 (NAICS 000000). OSHA activity number 301459244.
OSHA opens inspections for many reasons: routine scheduling under a national or local emphasis program, an employee complaint or referral, or a follow-up after a reported injury. Opening or conducting an inspection is not itself an allegation or a finding that this employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.
Where did this inspection happen?
- Establishment
- PACIFIC IRON WORKS, INC.
- Site address
- 50 PARTRIDGE ROAD
- City
- WHITE PLAINS
- State
- NY
- ZIP
- 10605
- Mailing
- 233 SO. WAVERLY STREET, YONKERS, NY 10701
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- Non-union (N)
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 1791
- Employees
- 4
- Ownership type
- Private (A)
Citations
9 citations on file for this inspection.
5(a)(1)
- Issued
- Dec 29, 1998
- Abate by
- Jan 4, 1999
- Penalty
- Initial $2,100 · Current $1,470 Reduced
General-duty citation text
Section 5(a)(1) of the Occupational Safety and Health Act of 1970: The employer did not furnish employment and a place of employment which were free from recognized hazards that were causing or likely to cause death or serious physical harm to employees in that employees were exposed to the hazard of being caught in or crushed by a structural collapse: Location: 50 Partridge Road White Plains NY On or before 6/30/98, a) The employer fabricated steel roof trusses with marginal welds. The welds were placed with little penetration and were discontinuous and showed lack of fusion at places. AMONG OTHER METHODS, ONE FEASIBLE AND ACCEPTABLE METHOD TO CORRECT THIS HAZARD IS: 1) To conform to American National Standard Institute/American Welding Society's Standards on Complete Joint Penetration Groove Welds when welding the steel roof trusses at the bottom chord splice locations (reference ANSI/AWS D1.1-94 Structural Welding Code). 2) To have shop drawings approved prior to the fabrication of steel roof trusses. 3) To fabricate the steel roof trusses in accordance with the contract drawings. NOTE: Because abatement of this violation is already documented in the inspection case file, the employer need not submit certification or documentation of abatement of this violation as normally required by 29 CFR 1903.19.
Recent events (2)
- · I (S) $1470.00
- · Z (S) $2100.00
1926.21 B02
- Issued
- Dec 29, 1998
- Abate by
- Jan 4, 1999
- Penalty
- Initial $1,500 · Current $1,050 Reduced
Recent events (2)
- · I (S) $1050.00
- · Z (S) $1500.00
1926.501 B12
- Issued
- Dec 29, 1998
- Abate by
- Dec 31, 1998
1926.502 K01
- Issued
- Dec 29, 1998
- Abate by
- Dec 31, 1998
1926.502 K03
- Issued
- Dec 29, 1998
- Abate by
- Dec 31, 1998
1926.502 K05
- Issued
- Dec 29, 1998
- Abate by
- Dec 31, 1998
1926.502 K06
- Issued
- Dec 29, 1998
- Abate by
- Dec 31, 1998
1926.502 K07
- Issued
- Dec 29, 1998
- Abate by
- Dec 31, 1998
1926.502 K09
- Issued
- Dec 29, 1998
- Abate by
- Dec 31, 1998
More inspections at Pacific Iron Works, INC.
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Source
This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). OSHA publishes its own view of this case as inspection number 301459244.
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