MANSFIELD, OH ·
OSHA Inspection: BIRCH & SONS CONSTRUCTION, INC.
Accident-driven inspection · Safety discipline
At a glance
On , OSHA opened an accident-driven safety inspection of BIRCH & SONS CONSTRUCTION, INC. in 2441 KENWOOD CIRCLE, MANSFIELD, OH 44905 (NAICS 000000). OSHA activity number 103289849.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- BIRCH & SONS CONSTRUCTION, INC.
- Site address
- 2441 KENWOOD CIRCLE
- City
- MANSFIELD
- State
- OH
- ZIP
- 44905
- Mailing
- P. O. BOX 328, DOYLESTOWN, OH 44230
What kind of inspection was it?
- Inspection type
- Accident-driven (A)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- A
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 1741
- Employees
- 2
- Ownership type
- A
- Industry flags
- Construction safety.
Citations
3 citations on file for this inspection.
5(a)(1)
- Issued
- Apr 18, 1988
- Abate by
- Apr 21, 1988
- Penalty
- Initial $630 · Current $630
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: The hazards of crushing injuries and death while being required and/ or permitted to work adjacent to an unshored masonry wall 15 feet 4 inches high, and 108 feet long. This was the south wall of the new electronic building at North Central Technical College in Mansfield, Ohio, on February 22, 1988. Among other methods, one feasible and acceptable method to correct this hazard is: 1) To temporarily shore and brace masonry wall until the designed lateral strength is reached, to prevent collapse due to wind and other forces. (Reference) ANSI -A10.9 - 1970 - "Safety Requirements for Concrete Construction and Masonry Work." Section 12.5, Shoring and Bracing. "Masonry walls shall be temporarily shored and braced until the designed lateral strength is reached, to prevent collapse due to wind or other forces."
1926.21 B02
- Issued
- Apr 18, 1988
- Abate by
- Apr 27, 1988
1903.2 A01
- Issued
- Apr 18, 1988
- Abate by
- Apr 21, 1988
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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 103289849.
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