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5,198,892Inspections Most recent open 2026-09-03 Last loaded 2026-09-07

OSHA Inspection: PACIFIC IRON WORKS, INC.

Referral inspection · Safety discipline

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.

What this inspection record means

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Site address
50 PARTRIDGE ROAD
City
WHITE PLAINS
State
NY
ZIP
10605
Mailing
233 SO. WAVERLY STREET, YONKERS, NY 10701
Inspection type
Referral (C)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
Non-union (N)
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
000000
SIC code (legacy)
1791
Employees
4
Ownership type
Private (A)

9 citations on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 3 exposed
Issued
Dec 29, 1998
Abate by
Jan 4, 1999
Penalty
Initial $2,100 · Current $1,470 Reduced
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

Serious Gravity 10 1 instance 5 exposed
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

Other-than-serious Gravity 01 1 instance 3 exposed
Issued
Dec 29, 1998
Abate by
Dec 31, 1998

1926.502 K01

Other-than-serious Gravity 01 1 instance 3 exposed
Issued
Dec 29, 1998
Abate by
Dec 31, 1998

1926.502 K03

Other-than-serious Gravity 01 1 instance 3 exposed
Issued
Dec 29, 1998
Abate by
Dec 31, 1998

1926.502 K05

Other-than-serious Gravity 01 1 instance 3 exposed
Issued
Dec 29, 1998
Abate by
Dec 31, 1998

1926.502 K06

Other-than-serious Gravity 01 1 instance 3 exposed
Issued
Dec 29, 1998
Abate by
Dec 31, 1998

1926.502 K07

Other-than-serious Gravity 01 1 instance 3 exposed
Issued
Dec 29, 1998
Abate by
Dec 31, 1998

1926.502 K09

Other-than-serious Gravity 01 1 instance 3 exposed
Issued
Dec 29, 1998
Abate by
Dec 31, 1998

View Pacific Iron Works, INC.'s full OSHA safety record →

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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