ATTLEBORO, MA ·
OSHA Inspection: BRIGADIER CONSTRUCTION
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of BRIGADIER CONSTRUCTION in 65 BLISS AVENUE, ATTLEBORO, MA 02703 (NAICS 236116). OSHA activity number 310677752.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- BRIGADIER CONSTRUCTION
- Site address
- 65 BLISS AVENUE
- City
- ATTLEBORO
- State
- MA
- ZIP
- 02703
- Mailing
- 44 ADAMSDALE AVENUE, SOUTH ATTLEBORO, MA 02703
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Complete (A)
- Discipline
- Safety
- Advance notice
- No
- Union status
- Non-union (N)
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 236116
- SIC code (legacy)
- 1522
- Employees
- 4
- Ownership type
- Private (A)
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Apr 25, 2008
- Abate by
- Apr 28, 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 were free from recognized hazards that were causing or likely to cause death or serious physical harm to employees in that employee(s) were exposed to struck-by and caught-between hazards while working on and near prefabricated wood roof trusses that were inadequately braced. Jobsite: Site. Workers were exposed to struck-by and caught-between hazards while working on and in close proximity to the installation process of prefabricated wood roof trusses where the trusses had not been adequately braced and there was a subsequent collapse. A feasible method of abatement would be to adhere to the recommended bracing schedules of the Truss Plate Institute publication BSCI B-1 thru B-11.
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Source
This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). OSHA publishes its own view of this case as inspection number 310677752.
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