Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,992Inspections Most recent open 2026-07-18 Last loaded 2026-07-22

OSHA Inspection: COOK BROTHERS BUILDING & EXCAVATING INC

Unprogrammed Related inspection · Safety discipline

On , OSHA opened an unprogrammed Related safety inspection of COOK BROTHERS BUILDING & EXCAVATING INC in 300 ARTHUR AVE, CLARKSBURG, WV 26301 (NAICS 000000). OSHA activity number 116217134.

What this inspection record means

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Site address
300 ARTHUR AVE
City
CLARKSBURG
State
WV
ZIP
26301
Mailing
RT 1 BOX 196D, FAIRMONT, WV 26554
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)
1761
Employees
8
Ownership type
A

10 citations on file for this inspection.

1926.20 B01

Serious Gravity 05 1 instance 7 exposed
Issued
Feb 15, 2002
Abate by
Feb 28, 2002
Penalty
Initial $1,050 · Current $550 Reduced
Recent events (2)
  • — I (S) $550.00
  • — Z (S) $1050.00

1926.100 A

Serious Gravity 05 1 instance 7 exposed
Issued
Feb 15, 2002
Abate by
Feb 28, 2002

1926.501 B13

Serious Gravity 10 1 instance 5 exposed
Issued
Feb 15, 2002
Abate by
Feb 21, 2002
Penalty
Initial $1,500 · Current $750 Reduced
Recent events (2)
  • — I (S) $750.00
  • — Z (S) $1500.00

5(a)(1)

Serious Gravity 10 1 instance 6 exposed
Issued
Feb 15, 2002
Abate by
Feb 28, 2002
Penalty
Initial $1,500 · Current $750 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 injuries caused by the
collapse of 42 foot span truss.
a.Arthur Ave Clarksburg, WV - The first truss that was installed in the
middle of the building and
working to the North, was not supported by temporary ground bracing to the
interior of the
building on or about 11-29-01.
b.Arthur Ave Clarksburg WV - The last truss placed on the North end of the
building was not
supported by temporary ground bracing to the exterior of the building on
or about 11-29-01.
"AMONG OTHER METHODS, ONE FEASIBLE AND ACCEPTABLE ABATEMENT METHOD TO
CORRECT THIS HAZARD IS ..."TO INSTALL ADEQUATE TEMPORARY GROUND BRACING TO
THE
INTERIOR AND EXTERIOR OF THE BUILDING IN ACCORDANCE WITH THE TRUSS PLATE
"HIB-91
SUMMARY SHEET RECOMMENDATIONS FOR HANDLING, INSTALLING  AND BRACING WOOD
TRUSS.
Recent events (2)
  • — I (S) $750.00
  • — Z (S) $1500.00

5(a)(1)

Serious Gravity 10 1 instance 6 exposed
Issued
Feb 15, 2002
Abate by
Feb 28, 2002
Penalty
Initial $1,500 · Current $750 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 injuries caused by the
collapse of 42 foot span truss.
a.Arthur Ave, Clarksburg, WV - (1)  There were only two continuous top
cord lateral braces on the
42 foot span scissor truss, starting at 31 inches up from the eave and
continue up the 271 inch long
cord to the peak, spacing  ten feet apart with a peak brace that
alternated from the east to the west
side of the peak (2) There was no lateral or diagonal bracing in place on
the bottom cord  of the
42 foot span scissor truss    (3) There was  a spacing of 15 trusses
between each top cord diagonal
brace in place on the 42 foot span scissor truss on or about 11-29-01 .
"AMONG OTHER METHODS, ONE FEASIBLE AND ACCEPTABLE ABATEMENT METHOD TO
CORRECT
THIS HAZARD IS ..." INSTALL THE MINIMUM AMOUNT OF LATERAL BRACING
RECOMMENDED
BY TRUSS PLATE INSTITUTE HIB - 91 SUMMARY SHEET, RECOMMENDATIONS FOR
INSTALLING
AND BRACING WOOD TRUSS, FOR A 42 FOOT SPAN TRUSS, WHICH THERE WOULD HAVE
BEEN  (5)
FIVE CONTINUOUS TOP CORD LATERAL BRACES SPACED 6 FEET APART, FROM THE EAVE
OF THE
TRUSS TO THE PEAK. INSTALL BOTTOM CORD DIAGONAL AND LATERAL BRACING. SPACE
THE
TOP CORD DIAGONAL BRACING FOR A 42 FOOT SPAN TRUSS AT 6 TRUSSES.
Recent events (2)
  • — I (S) $750.00
  • — Z (S) $1500.00

5(a)(1)

Serious Gravity 03 1 instance 6 exposed
Issued
Feb 15, 2002
Abate by
Feb 28, 2002
Penalty
Initial $1,000 · Current $560 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
injuries from the collapse
of 42 foot span truss.
a.Arthur Ave Clarksburg, WV - The lateral and diagonal bracing in place on
the truss top cords were
connected in place to the top cord by the use of (1) one 16 penny nail at
each connection on or
about 11-30-01.
"AMONG OTHER METHODS, ONE FEASIBLE AND ACCEPTABLE ABATEMENT METHOD TO
CORRECT THIS HAZARD IS ..." TO MAKE ALL BRACE CONNECTIONS WITH 2 - 16
PENNY NAILS AS
RECOMMENDED BY THE TRUSS PLATE INSTITUTE HIB-91 SUMMARY SHEET,
RECOMMENDATIONS
FOR INSTALLING AND BRACING WOOD TRUSS.G
Recent events (2)
  • — I (S) $560.00
  • — Z (S) $1000.00

5(a)(1)

Serious Gravity 02 1 instance 6 exposed
Issued
Feb 15, 2002
Abate by
Feb 28, 2002
Penalty
Initial $600 · Current $300 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 injuries from falling truss:
a.Arthur Ave Clarksburg, WV - The 42 foot span truss were being lifted in
place by a boom truck
and the use of a sling that was connected at two points on the truss about
4
foot out from the truss
peak allowing 18 feet on each side of the truss to swing freely and be
subject to bending and
breaking on or about 11-30-01.
"AMONG OTHER METHODS, ONE FEASIBLE AND ACCEPTABLE ABATEMENT METHOD TO
CORRECT THIS HAZARD IS ..TO FOLLOW THE RECOMMENDATIONS OF THE TRUSS PLATE
INSTITUTE HIB-91 SUMMARY SHEET RECOMMENDATIONS FOR HANDLING, INSTALLING AND
BRACING WOOD TRUSS, ATTACH THE TRUSS BY THE USE OF A SPREADER BAR AND USE
(3)
POINTS OF EVENLY SPACED CONNECTIONS TO STABILIZE THE TRUSS DURING THE
LIFT.
Recent events (2)
  • — I (S) $300.00
  • — Z (S) $600.00

1910.1200 E01

Serious Gravity 02 1 instance 8 exposed
Issued
Feb 15, 2002
Abate by
Mar 14, 2002
Penalty
Initial $600 · Current $300 Reduced
Recent events (2)
  • — I (S) $300.00
  • — Z (S) $600.00

1910.1200 G08

Serious Gravity 01 1 instance 8 exposed
Issued
Feb 15, 2002
Abate by
Mar 14, 2002

1910.1200 H01

Serious Gravity 01 1 instance 8 exposed
Issued
Feb 15, 2002
Abate by
Mar 14, 2002

View Cook Brothers Building & Excavating INC's full OSHA safety record →

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 116217134.

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