JERSEY CITY, NJ —
OSHA Inspection: A.G. MAZZOCCHI, INC.
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of A.G. MAZZOCCHI, INC. in 2844/2852 KENNEDY BLVD., JERSEY CITY, NJ 07306 (NAICS 000000). OSHA activity number 300028495.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- A.G. MAZZOCCHI, INC.
- Site address
- 2844/2852 KENNEDY BLVD.
- City
- JERSEY CITY
- State
- NJ
- ZIP
- 07306
- Mailing
- 32 WILLIAMS PARKWAY, P.O. BOX 331, EAST HANOVER, NJ 07936
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- Y
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 1795
- Employees
- 10
- Ownership type
- A
- Industry flags
- Construction safety.
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Jul 15, 1998
- Abate by
- Jul 20, 1998
- Penalty
- Initial $7,000 · Current $4,500 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 falling and/or being caught between and/or struck by falling equipment and building debris. Steel beams near the west wall which initially connected the State Theaters' western most roof truss to the theaters' west load bearing brick wall, had been cut before all of the remaining concrete at the roof level was removed, causing the western most roof truss and the west load bearing wall to collapse prematurely. One feasible and acceptable method of abatement would include the removal of the entire concrete roof slab, before cutting the support beams spanning between the western most roof truss and the west load bearing wall. and/or in the alternative: 29 CFR 1926.858(d): Structural member(s) being dismembered were overstressed; a) Demolition site - State Theater, 2844 Kennedy Blvd., Jersey City, N.J.; Employee(s) working on a tubular welded frame scaffold next to the theaters' West load bearing wall, were exposed to the hazard(s) of falling and/or being caught between and/or struck by falling equipment and building debris. Steel beams near the west wall which initially connected the State Theaters' western most roof truss to the theaters' west load bearing brick wall, had been cut before all of the remaining concrete at the roof level was removed, causing the western most roof truss and the West load bearing wall to collapse prematurely. Violation occurred on or about 1/19/98.
Recent events (3)
- — J (S) $4500.00
- — R (S) $4500.00
- — Z (S) $7000.00
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Source
This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). The original IMIS detail view is available at OSHA's Establishment Search for activity number 300028495.
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