POLAND, OH —
OSHA Inspection: ALWAYS BEST CONSTRUCTION
Unprogrammed Related inspection · Safety discipline
At a glance
On , OSHA opened an unprogrammed Related safety inspection of ALWAYS BEST CONSTRUCTION in 7508 CLINGAN ROAD, POLAND, OH 44514 (NAICS 000000). OSHA activity number 103507141.
Where did this inspection happen?
- Establishment
- ALWAYS BEST CONSTRUCTION
- Site address
- 7508 CLINGAN ROAD
- City
- POLAND
- State
- OH
- ZIP
- 44514
- Mailing
- 3906 POTHOUR WHEELER ROAD, SE, HUBBARD, OH 44425
What kind of inspection was it?
- Inspection type
- Unprogrammed Related (G)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- Y
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 1751
- Employees
- 4
- Ownership type
- A
- Industry flags
- Construction safety.
Citations
10 citations on file for this inspection.
1926.21 B02
- Issued
- Apr 28, 1993
- Abate by
- May 31, 1993
- Penalty
- Initial $1,500 · Current $300 Reduced
Recent events (2)
- — F (S) $300.00
- — Z (S) $1500.00
1926.59 H02
- Issued
- Apr 28, 1993
- Abate by
- May 31, 1993
- Penalty
- Initial $450
Recent events (2)
- — F (O)
- — Z (S) $450.00
1926.105 A
- Issued
- Apr 28, 1993
- Abate by
- May 3, 1993
- Penalty
- Initial $1,500 · Current $300 Reduced
Recent events (2)
- — F (S) $300.00
- — Z (S) $1500.00
1926.550 A05
- Issued
- Apr 28, 1993
- Abate by
- May 3, 1993
- Penalty
- Initial $750 · Current $150 Reduced
Recent events (2)
- — F (S) $150.00
- — Z (S) $750.00
1926.550 B02
- Issued
- Apr 28, 1993
- Abate by
- May 15, 1993
Recent events (2)
- — F (S)
- — Z (S)
5(a)(1)
- Issued
- Apr 28, 1993
- Abate by
- May 3, 1993
- Penalty
- Initial $10,500 · Current $2,100 Reduced
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: On or about March 1, 1993, through March 7, 1993, at 7508 Clingan Road in Poland, Ohio, employees were exposed to the hazards of a roof collapse resulting in serious injuries such as lacerations, broken bones, and/or death while installing metal plate connected wood trusses approximately 80 feet long on top of 18 feet high masonry bearing walls, in that inadequate lateral bracing and a lack of top chord diagonal bracing were used for trusses erected. The hazards can be abated by, but not limited to, the following: Establish proper spacing of both lateral bracing and top chord diagonal bracing by use of a registered professional engineer for trusses over 60 feet in length as recommended by the Truss Plate Institute, and/or by utilization of truss manufacturer's recommendations during erection of trusses.
Recent events (2)
- — F (W) $2100.00
- — Z (W) $10500.00
5(a)(1)
- Issued
- Apr 28, 1993
- Abate by
- May 3, 1993
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: On or about March 1, 1993, through March 7, 1993, at 7508 Clingan Road in Poland, Ohio, employees were exposed to the hazards of a truss failure resulting in serious injuries such as lacerations, broken bones, and/or death while improperly lifting and installing trusses approximately 80 feet long on to the top of 18 feet high masonry bearing walls with a spreader bar and only two suspension cables. The hazards can be abated by, but not limited to, the following: By utilizing proper lifting practices for truss length over 60 feet per Truss Plate Institute, or per Gang Nail Warning literature provided with trusses during delivery. Lifting instructions call for the use of a strong back and/or spreader bar approximately 2/3 to 3/4 of the truss length tied directly to top chord and web members at approximately 10 foot intervals to act as a stiffner and to prevent excessive bending of the truss during lift.
Recent events (2)
- — F (W)
- — Z (W)
1903.2 A01
- Issued
- Apr 28, 1993
- Abate by
- May 3, 1993
- Penalty
- Initial $300
Recent events (2)
- — F (O)
- — Z (O) $300.00
1926.59 E01
- Issued
- Apr 28, 1993
- Abate by
- May 31, 1993
Recent events (2)
- — F (O)
- — Z (O)
1926.59 G08
- Issued
- Apr 28, 1993
- Abate by
- May 31, 1993
Recent events (2)
- — F (O)
- — Z (O)
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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 103507141.
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