Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,214Inspections Most recent open 2026-07-16 Last loaded 2026-07-20

OSHA Inspection: NICON LLC

Complaint inspection · Safety discipline

On , OSHA opened a complaint safety inspection of NICON LLC in 3632 STREET RD., BENSALEM, PA 19020 (NAICS 236220). OSHA activity number 341446821.

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Establishment
NICON LLC
Site address
3632 STREET RD.
City
BENSALEM
State
PA
ZIP
19020
Mailing
300 KIMBALL DR., PARSIPPANY, NJ 07054
Inspection type
Complaint (B)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
236220
Employees
1
Ownership type
A

2 citations on file for this inspection.

1926.701 B

Serious Gravity 5 1 instance 6 exposed
Issued
Abate by
Penalty
Initial $2800.00 · Current $2100.00 Reduced
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

Other-than-serious 1 instance 6 exposed
Issued
Penalty
Initial $0.00 · Current $0.00
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

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.