MOUNT ENTERPRISE, TX —
OSHA Inspection: G-M COOLING TOWERS, INC.
Unprogrammed Related inspection · Safety discipline
At a glance
On , OSHA opened an unprogrammed Related safety inspection of G-M COOLING TOWERS, INC. in HWY. 315 & CR 3122, MOUNT ENTERPRISE, TX 75681 (NAICS 000000). OSHA activity number 122185267.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.
Where did this inspection happen?
- Establishment
- G-M COOLING TOWERS, INC.
- Site address
- HWY. 315 & CR 3122
- City
- MOUNT ENTERPRISE
- State
- TX
- ZIP
- 75681
- Mailing
- P.O. BOX 1013, FREEPORT, TX 77561
What kind of inspection was it?
- Inspection type
- Unprogrammed Related (G)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- No
- Union status
- N
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 1796
- Employees
- 2
- Ownership type
- A
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Dec 11, 2000
- Abate by
- Jan 8, 2001
- Penalty
- Initial $2,100 · Current $2,100
General-duty citation text
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 employees were exposed to falls from elevations and/or struck-by hazards: On or about June 14, 2000, Mount Enterprise, Texas; employees constructing the cooling tower at the Tenaska Gateway Generating Station were permitted to work while standing on (at elevated positions) and near the towers Bentline components. The Bentline components were unable to adequately support their weight, the employees' work activities and the existing environmental conditions. Among other methods, feasible means of abatement include, but are not limited to: 1)Use of accepted engineering practices to develop a specific erection plan for the Bentline components, addressing the need for adequate anchoring and bracing of the components throughout the course of erection. The erection plan should address issues including, but not limited to: a)The determination and calculation of the maximum applied structural forces from external sources and conditions, such as impact by material handling equipment and wind/wind gusts; b)The anchorage of the end diagonal braces to a structurally sound structure, such as the cooling tower's concrete basin; c)The installation of stiffener bracing to prevent the end diagonal braces from buckling at points along their length; d)The installation of longitudinal diagonal bracing (temporary or permanent) as each successive Bentline is erected; e)The specific number of end diagonal braces, anchor points, stiffener braces, and longitudinal diagonal braces required, based on the calculated structural forces; f)The specific installation sequence of each end diagonal brace, anchor point, stiffener brace, and longitudinal diagonal brace. 2)Ensure adequate training for all construction managers and crew members on the appropriate steps to be completed to comply with the specific erection plan, including methods for evaluating the adequacy of the plan for each stage of construction and the steps to be taken prior to divergence from the plan.
Recent events (2)
- — F (S) $2100.00
- — Z (S) $2100.00
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Source
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 122185267.
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