KATY, TX —
OSHA Inspection: RAMIRO MORENO CONSTRUCTION
Accident-driven inspection · Safety discipline
At a glance
On , OSHA opened an accident-driven safety inspection of RAMIRO MORENO CONSTRUCTION in 5511 PAPER ROSE LANE, KATY, TX 77494 (NAICS 238130). OSHA activity number 310266598.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- RAMIRO MORENO CONSTRUCTION
- Site address
- 5511 PAPER ROSE LANE
- City
- KATY
- State
- TX
- ZIP
- 77494
- Mailing
- 7606 TIERRA VERDE DR., HOUSTON, TX 77083
What kind of inspection was it?
- Inspection type
- Accident-driven (A)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- Yes
- Union status
- N
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 238130
- SIC code (legacy)
- 1751
- Employees
- 8
- Ownership type
- A
- Industry flags
- Construction safety.
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Apr 7, 2008
- Abate by
- Apr 10, 2008
- Penalty
- Initial $1,500 · Current $1,500
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 was free from recognized hazards that were causing or likely to cause death or serious physical harm to employees in that employees were exposed to the hazards of being struck by collapsing building components due to inadequate wall bracing. At the worksite located at 5511 Paper Rose Lane in Katy, Texas and on February 18, 2008, employees erected an interior wall with a "header" joist made of two - 2 inch by 12 inch thick pieces of lumber joined together to act as a beam and support the second floor's wall. The header (beam) spanned an opening of approximately 12 feet, 4 inches and a total wall length of 16 feet - 5 inches. Two diagonal braces were nailed to the opposite ends of the wall with the braces leading down to the concrete floor surface and facing in opposite directions. The bottom of the braces were leaning against the concrete floor, not secured or fastened, and were acting as a "kickstand" as a bicycle kickstand would operate. High winds caused the wall to twist and fall towards the employees, fatally injuring one of them after being struck by the 350 pound wall. ABATEMENT NOTE: Among other procedures, one feasible and acceptable abatement method to correct the hazard is to fasten the temporary wall braces to wood stakes in the ground or to floor sole plates that are anchored to the concrete floor. DISCLAIMER: You are not limited to the abatement methods described above. The methods explained are general and may not be effective in all cases. The employer is responsible for selecting and carrying out an appropriate abatement method.
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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 310266598.
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