MADISON, IL —
OSHA Inspection: BI-STATE CONCRETE COMPANY
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of BI-STATE CONCRETE COMPANY in 99 FOX INDUSTRIAL PARK, MADISON, IL 62060 (NAICS 000000). OSHA activity number 300606282.
Where did this inspection happen?
- Establishment
- BI-STATE CONCRETE COMPANY
- Site address
- 99 FOX INDUSTRIAL PARK
- City
- MADISON
- State
- IL
- ZIP
- 62060
- Mailing
- 303 LOGAN STREET, BETHALTO, IL 62010
What kind of inspection was it?
- Inspection type
- Referral (C)
- 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
- 000000
- SIC code (legacy)
- 1791
- Employees
- 5
- Ownership type
- A
Citations
8 citations on file for this inspection.
5(a)(1)
- Issued
- Abate by
- Penalty
- Initial $2100.00 · Current $2100.00
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(s) of being struck-by collapsing structural steel members due to the inadequate construction of the concrete columns supporting them. At the job site, on or about 02-23-98 through 02-25-98, three employees were exposed to the hazard(s) of being struck-by structural steel members due to the inadequate construction of ten concrete columns. These 14-inch in diameter by 45-inch long columns were constructed without four sections of vertical #4 REBAR connected by #3 ties at eight-inch intervals. These columns were not centered or connected to ten three-foot square by 24-inch thick concrete footings below through the use of two #4 dowels with an equal number of six-inch hooks. Additionally, an unauthorized steel, nine-inch by six-inch anchor or base plate was positioned within all ten concrete columns. Twenty 12-inch long all-thread rods were also used instead of standard anchor bolts. Four steel cross-sections consisting of two tapered beams and four interconnected rafters with associated girders and purlins were placed on eight of the non-reinforced and improperly supported concrete columns. The structural steel collapsed on or about 02-25-98 resulting in the serious injury of one employee. One method of abatement to correct this apparent hazard is to follow the registered structural engineer's certified drawings depicting the proper method of constructing the concrete columns as required by sound construction principals. DISCLAIMER: a) The employer is not limited to the abatement method(s) suggested by OSHA. b) The employer is responsible for selecting and implementing an effective abatement method. ***THIS ITEM REQUIRES A WRITTEN CERTIFICATION OF ABATEMENT***
1926.550 A01
- Issued
- Abate by
- Penalty
- Initial $750.00 · Current $750.00
1926.701 A
- Issued
- Abate by
- Penalty
- Initial $2100.00 · Current $2100.00
1926.701 B
- Issued
- Abate by
1926.703 E01
- Issued
- Abate by
1910.1200 E01
- Issued
- Abate by
- Penalty
- Initial $750.00 · Current $750.00
1910.1200 G01
- Issued
- Abate by
1910.1200 H
- Issued
- Abate by
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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 300606282.