GLENMORE, PA ·
OSHA Inspection: KEYSER DEVELOPMENT CO., INC
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of KEYSER DEVELOPMENT CO., INC in FAIRVIEW & CREEK ROADS, GLENMORE, PA 19343 (NAICS 000000). OSHA activity number 102944675.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- KEYSER DEVELOPMENT CO., INC
- Site address
- FAIRVIEW & CREEK ROADS
- City
- GLENMORE
- State
- PA
- ZIP
- 19343
- Mailing
- 809 MERRIMAC LN., UNIONVILLE, PA 19375
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- No
- Union status
- Non-union (N)
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Data loaded
Establishment context
- NAICS code
- 000000
- SIC code (legacy)
- 1542
- Employees
- 2
- Ownership type
- Private (A)
Citations
3 citations on file for this inspection.
5(a)(1)
- Issued
- Oct 31, 1997
- Abate by
- Nov 8, 1997
- Penalty
- Initial $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 employees were exposed to crushing and struck by hazards: a) New Glenmore Post Office (19343) - On 09/05/97 workers were exposed to crushing and struck by hazards due to the inadequate temporary bracing and resultant collapse of the pre-fab wooden roof trusses. There were 43 trusses with a span of 59 feet that had been set atop the 11.5 foot high wall top plates. The trusses were approximately 11.5 feet from the bottom chord to the top chord. Workers had installed on the trusses 8 top chord lateral braces and 3 bottom chord lateral braces only. There were no diagonal braces on either the top or bottom chords nor were there any cross braces at the webbing. The exterior ground bracing was also inadequate in that the number of ground braces did not equal the number of required top chord lateral braces, also there was no lateral bracing, struts or end bracing installed on the ground braces. These bracing requirements were all detailed in publication "HIB-91 Summary Sheet" issued by the Truss Plate Institute. Observed 09/08/97. ABATEMENT NOTE: One feasible means of abatement would be to install temporary bracing in accordance with the Truss Plate Institute publication "HIB-91 Summary Sheet". NOTE: ABATEMENT DOCUMENTATION REQUIRED.TION
Recent events (2)
- · F (S)
- · Z (S) $1500.00
1926.501 B15
- Issued
- Oct 31, 1997
- Abate by
- Nov 8, 1997
- Penalty
- Initial $1,500
Recent events (2)
- · F (S)
- · Z (S) $1500.00
1926.701 B
- Issued
- Oct 31, 1997
- Abate by
- Nov 8, 1997
- Penalty
- Initial $225
Recent events (2)
- · F (S)
- · Z (S) $225.00
More inspections in this industry (NAICS 000000)
More inspections in PA
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 102944675.
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