BELOIT, WI —
OSHA Inspection: GILBANK CONSTRUCTION, INC.
Complaint inspection · Safety discipline
At a glance
On , OSHA opened a complaint safety inspection of GILBANK CONSTRUCTION, INC. in 1333 COPELAND AVENUE, BELOIT, WI 53511 (NAICS 236220). OSHA activity number 338920598.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- GILBANK CONSTRUCTION, INC.
- Site address
- 1333 COPELAND AVENUE
- City
- BELOIT
- State
- WI
- ZIP
- 53511
- Mailing
- PO BOX 718, CLINTON, WI 53525
What kind of inspection was it?
- Inspection type
- Complaint (B)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- No
- Union status
- B
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 236220
- Employees
- 25
- Ownership type
- A
Citations
2 citations on file for this inspection.
1926.451 F03
- Issued
- Apr 15, 2013
- Penalty
- Initial $2,800 · Current $1,400 Reduced
General-duty citation text
29 CFR 1926.451(f)(3): Scaffolds and scaffold components were not inspected for visible defects by a competent person before each work shift, and after any occurrence which could affect a scaffold's structural integrity: On or about February 21, 2013, a fabricated steel frame scaffolding system utilized on site was not inspected by a competent person to verify any defects prior to use.
Recent events (2)
- — I (S) $1400
- — Z (S) $2800
1926.451 G04 IX
- Issued
- Apr 15, 2013
- Penalty
- Initial $0 · Current $0
General-duty citation text
29 CFR 1926.451(g)(4)(ix): Midrails, screens, mesh, intermediate vertical members, solid panels, and equivalent structural members of a guardrail system were not capable of withstanding, without failure, a force to applied in any downward or horizontal direction at any point along the midrail or other member of at least 75 pounds for guardrail systems with a minimum 100 pound toprail capacity, and at least 150 pounds for guardrail systems with a minimum 200 pound toprail capacity: On or about February 21, 2013, individuals working from a fabricated steel frame scaffolding system were exposed to fall hazards due to inadequate mid-rail erection.
Recent events (2)
- — I (S) $0
- — Z (S) $0
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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 338920598.
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