Safety Incidents OSHA Severe Injury Reports · 2015–2025
2,004,209Inspections Most recent open 2026-07-13 Last loaded 2026-07-17

OSHA Inspection: PLATINUM TRUCK AND EQUIPMENT, LLC

Complaint inspection · Safety discipline

On , OSHA opened a complaint safety inspection of PLATINUM TRUCK AND EQUIPMENT, LLC in 1380 HOOKSETT RD., HOOKSETT, NH 03106 (NAICS 423830). OSHA activity number 345787964.

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Site address
1380 HOOKSETT RD.
City
HOOKSETT
State
NH
ZIP
03106
Mailing
15 TOLLES ST. UNIT D, HUDSON, NH 03051
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
423830
Employees
8
Ownership type
A

3 citations on file for this inspection.

1926.754 A

Serious Gravity 5 1 instance 1 exposed
Issued
Penalty
Initial $0.00 · Current $0.00
29 CFR  1926.754(a): Structural stability was not maintained at all times during the erection process.  20' x 10' vestibule, frame line F, column line 8 - On or about February 16, 2022, the employer loosened the anchor bolts on a steel column for the vestibule portion of the building while using a JLG 450A boom lift to secure the column with a strap connected between the basket of the lift and the column.
Recent events (1)
  • — Z (S) $0

1926.758 B

Serious Gravity 5 1 instance 1 exposed
Issued
Penalty
Initial $0.00 · Current $0.00
29 CFR  1926.758(b):29 CFR 1926.758(b): Each structural column was not anchored by a minimum of four anchor rods (anchor bolts).  20' x 10' vestibule, frame line F, column line 8 - On or about February 16, 2022, the employer loosened the four anchor bolts securing one of the structural columns for the vestibule portion of the building, attempting to line it up with an upper bolting flange.
Recent events (1)
  • — Z (S) $0

1926.752 A01

Other-than-serious 1 instance 4 exposed
Issued
Abate by
Penalty
Initial $0.00 · Current $0.00
29 CFR  1926.752(a)(1): The employer did not certify that 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.  Job site - On or about February 16, 2022, the employer did not certify that the concrete in the foundation had achieved at least 75 percent of its compressive design strength prior to allowing the start of steel erection.
Recent events (1)
  • — 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 345787964.