MANSFIELD, NY —
OSHA Inspection: KINLEY CORPORATION
Complaint inspection · Safety discipline
At a glance
On , OSHA opened a complaint safety inspection of KINLEY CORPORATION in 6970 KIDNEY RD., MANSFIELD, NY 14755 (NAICS 236115). OSHA activity number 309114239.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- KINLEY CORPORATION
- Site address
- 6970 KIDNEY RD.
- City
- MANSFIELD
- State
- NY
- ZIP
- 14755
- Mailing
- 3295 MAPLE AVE., ALLEGANY, NY 14706
What kind of inspection was it?
- Inspection type
- Complaint (B)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- No
- Union status
- N
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 236115
- SIC code (legacy)
- 1521
- Employees
- 5
- Ownership type
- A
Citations
1 citation on file for this inspection.
5(a)(1)
- Issued
- Sep 9, 2005
- Abate by
- Sep 27, 2005
- Penalty
- Initial $1,925 · Current $1,300 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 the hazard of being struck by falling or collapsing trusses: a) On or about 6/23/05, at Kidney Road, Mansfield, New York; employees were caught in a truss collapse due to lack of temporary web member diagonal bracing and removal of temporary top chord bracing during installation. b) On or about 6/23/05, at Kidney Road, Mansfield, New York; employees were caught in a truss collapse when construction loads in excess of the designed live load were placed on top of the structure. c) On or about 6/23/05, at Kidney Road, Mansfield, New York; while placing trusses that were 70 feet 9 inches long, the employer did not consult with a Professional Engineer for the design of temporary bracing. AMONG OTHER METHODS, ONE FEASIBLE AND ACCEPTABLE METHOD TO CORRECT THIS CONDITION IS: Install trusses in accordance with BCSI-1-03, "Guide to Good Practice For Handling, Installing, and Bracing of Metal Plate Connected Wood Trusses" and/or the BCSI-B2 Summary Sheet "Truss Installation and Temporary Bracing" and/or BCSI-B4 "Construction Loading" all provided by the Wood Truss Council of America and the Truss Plate Institute. ABATEMENT DOCUMENTATION REQUIREDATION
Recent events (2)
- — I (S) $1300.00
- — Z (S) $1925.00
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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 309114239.
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