ATLANTIC CITY, NJ —
OSHA Inspection: SITE BLAUVELT ENGINEERS
Unprogrammed Related inspection · Safety discipline
At a glance
On , OSHA opened an unprogrammed Related safety inspection of SITE BLAUVELT ENGINEERS in BRIGHTON & PACIFIC AVES., ATLANTIC CITY, NJ 08401 (NAICS 541330). OSHA activity number 306733965.
Where did this inspection happen?
- Establishment
- SITE BLAUVELT ENGINEERS
- Site address
- BRIGHTON & PACIFIC AVES.
- City
- ATLANTIC CITY
- State
- NJ
- ZIP
- 08401
- Mailing
- 16000 COMMERCE PARKWAY, STE B, MOUNT LAUREL, NJ 08054
What kind of inspection was it?
- Inspection type
- Unprogrammed Related (G)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- N
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 541330
- SIC code (legacy)
- 8711
- Employees
- 6
- Ownership type
- A
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Abate by
- Penalty
- Initial $7000.00 · Current $7000.00
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 a collapse: Tropicana Garage: Site Blauvelt inspectors did not perform all work in a manner consistent with standards of their profession; a)Employer did not provide employees with the education and training to properly perform the inspections appropriate for the work being performed, on or about 10/30/03. b)Approval of rebar placement was given even though the welded wire fabric "mesh" was not embedded into the columns and shear wall along column line 1, to develop its full strength and to reinforce the exterior beam to column and shear wall connections, welded wire fabric "mesh" was not properly placed into the shear wall at a uniform depth to develop its full flexural strength,and one or more top longitudinal reinforcing bars of the exterior beam along column line 1 were not placed through the column to reinforce the beam connection, on or about 10/30/03. ABATEMENT NOTE: Feasible and acceptable methods for abating this hazard are: 1)Refer to ACI 318-95 Building Code Requirements for Concrete and Commentary requirements. 2)Refer to ACI Detailing Manual - Recommended Practices for Location of Bars Designated Only By Size/Spacing which describes the standard spacing for reinforcing bars when the spacing is not provided on the detailed drawing. 3)Follow the BOCA National Building Code/1996 4)Follow shop drawings and/or structural drawings and refer any discrepancies to the Construction Manager. 5)Follow CRSI publication #49 and Manual for Placing Reinforcing Bars. 6)Follow ASTM E329 NOTE: IN ADDITION TO ABATEMENT CERTIFICATION, THE EMPLOYER IS REQUIRED TO SUBMIT ABATEMENT DOCUMENTATION FOR THIS ITEM, FAILURE TO COMPLY WILL RESULT IN AN ADDITIONAL PENALTY OF $1,000.00 AS PER 29 CFR 1903.19.
Recent events (2)
- — J (S) $7000.00
- — Z (S) $7000.00
More inspections at SITE BLAUVELT ENGINEERS
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View SITE BLAUVELT ENGINEERS's full OSHA safety record →
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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 306733965.