Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,214Inspections Most recent open 2026-07-16 Last loaded 2026-07-20

OSHA Inspection: DAVID BERGER

Unprogrammed Related inspection · Safety discipline

On , OSHA opened an unprogrammed Related safety inspection of DAVID BERGER in FAIRVIEW & CREEK ROADS, GLENMORE, PA 19343 (NAICS 000000). OSHA activity number 102944691.

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Establishment
DAVID BERGER
Site address
FAIRVIEW & CREEK ROADS
City
GLENMORE
State
PA
ZIP
19343
Mailing
1196 SCHOOLHOUSE RD., POTTSTOWN, PA 19464
Inspection type
Unprogrammed Related (G)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
N
Opened
Closing conference
Case closed
Data loaded
NAICS code
000000
SIC code (legacy)
1751
Employees
5
Ownership type
A

4 citations on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 2 exposed
Issued
Abate by
Penalty
Initial $1500.00 · Current $1200.00 Reduced
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 employees were exposed to
crushing and struck by hazards due to the inadequate temporary bracing of
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.  Employees 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.  These bracing requirements were all detailed in
publication
"HIB-91 Summary Sheet" issued by the Truss Plate Institute.  This
publication was
delivered to the site via the truss manufacturer at the time the trusses
were delivered.
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)
  • — I (S) $1200.00
  • — Z (S) $1500.00

1926.501 B15

Serious Gravity 10 1 instance 2 exposed
Issued
Abate by
Penalty
Initial $1500.00 · Current $1200.00 Reduced
Recent events (2)
  • — I (S) $1200.00
  • — Z (S) $1500.00

1926.503 A01

Serious Gravity 10 1 instance 2 exposed
Issued
Abate by
Recent events (2)
  • — I (S)
  • — Z (S)

1926.701 B

Other-than-serious Gravity 01 1 instance 2 exposed
Issued
Abate by
Penalty
Initial $450.00
Recent events (2)
  • — I (O)
  • — Z (S) $450.00

KGC, INC.

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 102944691.