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

OSHA Inspection: RAMIRO MORENO CONSTRUCTION

Accident-driven inspection · Safety discipline

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.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
5511 PAPER ROSE LANE
City
KATY
State
TX
ZIP
77494
Mailing
7606 TIERRA VERDE DR., HOUSTON, TX 77083
Inspection type
Accident-driven (A)
Scope
Partial (B)
Discipline
Safety
Advance notice
Yes
Union status
N
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238130
SIC code (legacy)
1751
Employees
8
Ownership type
A
Industry flags
Construction safety.

1 citation on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 1 exposed
Issued
Apr 7, 2008
Abate by
Apr 10, 2008
Penalty
Initial $1,500 · Current $1,500
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.

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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