Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,992Inspections Most recent open 2026-07-18 Last loaded 2026-07-22

OSHA Inspection: CARTER CONSTRUCTION INC.

Accident-driven inspection · Safety discipline

On , OSHA opened an accident-driven safety inspection of CARTER CONSTRUCTION INC. in 5193 MARINER BLVD., SPRING HILL, FL 34602 (NAICS 000000). OSHA activity number 304986045.

What this inspection record means

OSHA opens inspections for many reasons — routine scheduling under a national or local emphasis program, an employee complaint or referral, or a follow-up after a reported injury. Opening or conducting an inspection is not itself an allegation or a finding that this employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Site address
5193 MARINER BLVD.
City
SPRING HILL
State
FL
ZIP
34602
Mailing
9089 CARTER RD., BROOKSVILLE, FL 34601
Inspection type
Accident-driven (A)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
N
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
000000
SIC code (legacy)
1761
Employees
7
Ownership type
A
Industry flags
Construction safety.

3 citations on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 5 exposed
Issued
Apr 26, 2002
Abate by
May 1, 2002
Penalty
Initial $4,900 · Current $4,900
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:
a. At the construction site of the Hernando Pain Clinic, located at 4913
Mariner Blvd in
Spring Hill, Florida, employees were exposed to the hazard of being struck
and crushed
by inadequately braced wood trusses. The metal plate connected wood roof
trusses were
installed without bracing as required by HIB-91 Summary Sheet Commentary
and
Recommendations for Handling, Installing and Bracing Metal Plate Connected
Wood
Trusses. The trusses were installed by using 17.5 inch 2X4 wooden spacers
with no
lateral, diagonal and ground bracing.
One feasible and acceptable abatement method to correct these hazards is
to install roof
trusses in accordance the Truss Plate Institutes recommendations which are
contained in
"HIB-91, Recommendations For Handling, Installing and Bracing Metal Plate
Connected
Wood Trusses".  The truss manufacturer provides a copy of the "HIB-91
Summary
Sheet" with the delivery of the truss information and their Design
Criteria refers to the
HIB-91 for proper handling, installing and bracing.  The Standard Building
Code also
refers to the HIB-91 for handling, installing and bracing of metal plate
connected wood
trusses.
ABATEMENT VERIFICATION REQUIRED

1926.21 B02

Serious Gravity 10 1 instance 5 exposed
Issued
Apr 26, 2002
Abate by
May 1, 2002

1926.20 B01

Other-than-serious Gravity 01 1 instance 5 exposed
Issued
Apr 26, 2002
Abate by
May 1, 2002

View Carter Construction INC.'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 304986045.

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