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

OSHA Inspection: HAMON COOLING TOWERS, INC.

Accident-driven inspection · Safety discipline

On , OSHA opened an accident-driven safety inspection of HAMON COOLING TOWERS, INC. in HWY. 315 & CR 3122, MOUNT ENTERPRISE, TX 75681 (NAICS 000000). OSHA activity number 122185242.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
HWY. 315 & CR 3122
City
MOUNT ENTERPRISE
State
TX
ZIP
75681
Mailing
P.O. BOX 1500, SOMERVILLE, NJ 08876
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)
1629
Employees
23
Ownership type
A

1 citation on file for this inspection.

5(a)(1)

Deleted Serious Gravity 10 1 instance 23 exposed
Issued
Dec 11, 2000
Abate by
Jan 8, 2001
Penalty
Initial $4,200
Section 5(a)(1) of the Occupational Safety and Health Act of 1970:  The
employer did not
furnish employmnent 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 employees
were exposed to a falling cooling tower structural framework:
The employer failed to have available on site and follow plans and
procedures that had been
established to brace the framework of a cooling tower during the assembly
of the structual
members of the tower wherein the potential for failure of the continued
integrity of the
framework was recognized as being possible from known or predictable wind
and wind gusts.
The potential for a falling tower structural framework was demonstrated by
the following
instance:
On or about 6/14/00, the structure of a cooling tower being erected was
not properly braced
according to the established plan and procedures and the structure
collapsed due to a gust of
wind.  The end braces (struts) had been connected to the top of a conex
box instead of the pad-
eye type base plates imbedded in the concrete base of the structure, and
had not been braced to
prevent the braces from buckling at points along the length of the braces
(struts) as specified in
the established plans and procedures.
Among other methods, recognized means of abatement include, but are not
limited to:
1) Determine the possible wind load for prevailing and possible wind gusts
conditions and install
interim temporary braces to withstand the maximum forces predicted from
the wind analysis.
2) Make available on site and follow the establised erection plan made by
the company.
Recent events (2)
  • — F (S)
  • — Z (S) $4200.00

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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 122185242.

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