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

OSHA Inspection: WESTRA CONSTRUCTION CORPORATION

Complaint inspection · Safety discipline

On , OSHA opened a complaint safety inspection of WESTRA CONSTRUCTION CORPORATION in AT INTERSECTION OF SR 27 AND SR 630, MULBERRY, FL 33860 (NAICS 237110). OSHA activity number 339406407.

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Site address
AT INTERSECTION OF SR 27 AND SR 630
City
MULBERRY
State
FL
ZIP
33860
Mailing
P.O. BOX 1149, PALMETTO, FL 34220
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
237110
Employees
5
Ownership type
A

2 citations on file for this inspection.

1926.652 A01

Other-than-serious 1 instance 1 exposed
Issued
Penalty
Initial $2975.00 · Current $500.00 Reduced
29 CFR 1926.652(a)(1): Each employee in an excavation was not protected from cave-ins by an adequate protective system designed in accordance with paragraph (b) or (c) of this section:    For the Westra jobsite at the intersection of SR-37 and SR-630 in Mulberry, FL, as observed on or about 09/09/2013:     a) Employees were exposed to cave-in hazards while inside a trench box that was not protected on either end from cave-ins. At the open ends of the trench box, the excavation walls were 8 feet deep/high, vertical, and the soil was type C.
Recent events (2)
  • — I (O) $500
  • — Z (S) $2975

1926.652 G01 II

Serious Gravity 5 1 instance 1 exposed
Issued
Penalty
Initial $2975.00 · Current $2475.00 Reduced
29 CFR 1926.652(g)(1)(ii): Shields were not installed in a manner to restrict lateral or other hazardous movement of the shield in the event of the application of sudden lateral loads:    a) For the Westra jobsite at the intersection of SR-37 and SR-630 in Mulberry, FL, as observed on or about 09/09/2013.   Employees were exposed to struck-by hazards while working inside a trench box which was not installed in a manner which restricted lateral or other hazardous movement of the trench box. The side walls of the excavation located adjacent to the trench box were over 8-feet high and there were gaps of more than 2.5 feet between the side of the trench box and the excavation walls.  In the event of an excavation wall failing, and due to the large gaps available for the soil to occupy, there was the potential for 320 cubic feet of type C, sandy soil to exert lateral loads on the side of the trench box.  This sudden exertion of pressure on the side of the trench box could result in injury of employees inside due to movement of the trench box.
Recent events (2)
  • — I (S) $2475
  • — Z (S) $2975

View WESTRA CONSTRUCTION CORPORATION's full OSHA safety record →

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 339406407.