BENSALEM, PA —
OSHA Inspection: NICON LLC
Complaint inspection · Safety discipline
At a glance
On , OSHA opened a complaint safety inspection of NICON LLC in 3632 STREET RD., BENSALEM, PA 19020 (NAICS 236220). OSHA activity number 341446821.
Where did this inspection happen?
- Establishment
- NICON LLC
- Site address
- 3632 STREET RD.
- City
- BENSALEM
- State
- PA
- ZIP
- 19020
- Mailing
- 300 KIMBALL DR., PARSIPPANY, NJ 07054
What kind of inspection was it?
- Inspection type
- Complaint (B)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- No
- Union status
- B
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 236220
- Employees
- 1
- Ownership type
- A
Citations
2 citations on file for this inspection.
1926.701 B
- Issued
- Abate by
- Penalty
- Initial $2800.00 · Current $2100.00 Reduced
General-duty citation text
29 CFR 1926.701(b): All protruding reinforcing steel, onto and/or into which employees could fall or come against, was not guarded to eliminate the hazard of impalement: a) Construction site, retail pad - On or about April 13, 2016, protruding reinforcing steel along the foundation of the structure was not guarded to eliminate the hazard of impalement, exposing workers to serious injury.
Recent events (2)
- — I (S) $2100
- — Z (S) $2800
1926.752 A01
- Issued
- Penalty
- Initial $0.00 · Current $0.00
General-duty citation text
29 CFR 1926.752(a): Before authorizing the commencement of steel erection, the controlling contractor did not ensure that the steel erector was provided with written notification that the concrete in the footings, piers and walls and the mortar in the masonry piers and walls had attained either 75 percent of the intended minimum compressive design strength or sufficient strength to support the loads imposed during steel erection and/or of any repairs, replacements and modifications to the anchor bolts. a) Construction site, retail pad - On or about April 13, 2016, the controlling contractor did not ensure the steel erector was provided documentation showing the concrete in the footings, piers and walls and the mortar in the masonry piers and walls has attained, on the basis of an appropriate ASTM standard test method of field-cured samples, either 75 percent of the intended minimum compressive design strength or sufficient strength to support the loads imposed during steel erection.
Recent events (2)
- — I (O) $0
- — Z (O) $0
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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 341446821.