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

OSHA Inspection: GATEWAY CONCRETE FORMING SERVICES, INC.

Federal Agency inspection · Safety discipline

On , OSHA opened a federal Agency safety inspection of GATEWAY CONCRETE FORMING SERVICES, INC. in 100 W 4TH ST., CINCINNATI, OH 45202 (NAICS 238110). OSHA activity number 344477971.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
100 W 4TH ST.
City
CINCINNATI
State
OH
ZIP
45202
Mailing
5938 HAMILTON CLEVES HWY, MIAMITOWN, OH 45041
Inspection type
Federal Agency (M)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238110
Employees
131
Ownership type
A

4 citations on file for this inspection.

1926.20 B02

Deleted Serious Gravity 10 3 instances 5 exposed
Issued
May 18, 2020
Penalty
Initial $12,145 · Current $0 Reduced
29 CFR 1926.20(b)(2): "Accident prevention responsibilities." Such programs shall provide for frequent and regular inspections of the job sites, materials, and equipment to be made by competent persons designated by the employers.  (a) On or about Nov. 22, 2019, located at the 6th floor of a parking garage structure, there were no frequent and regular inspections being performed by a competent person in that employees erected formwork, that later collapsed during a concrete pour, while using the same shoring layout in the area of a 24 inch slab thickness as that used in areas of 8 inch slab thickness.    (b) On or about Nov. 22, 2019, located at the 6th floor of a parking garage structure, there were no frequent and regular inspections being performed by a competent person in that employees adjusted the height of the formwork, that later collapsed during a concrete pour, in order to accommodate the 24 inch concrete thickness of the 7th floor slab fold area without determining the correct form spacing.    (c) On or about Nov. 25, 2019, located at the 6th floor of a parking garage structure, there were no frequent and regular inspections being performed by a competent person in that employees erected formwork, that later collapsed during a concrete pour, that was not inspected by a competent person immediately before and during placement of wet concrete.
Recent events (2)
  • — I (S) $0
  • — Z (S) $12145

1926.21 B02

Other-than-serious 1 instance 22 exposed
Issued
May 18, 2020
Abate by
Aug 11, 2020
Penalty
Initial $12,145 · Current $12,145
29 CFR 1926.21(b)(2): "Accident prevention responsibilities." The employer shall instruct each employee in the recognition and avoidance of unsafe conditions and the regulations applicable to his work environment to control or eliminate any hazards or other exposure to illness or injury.    On or about the Nov. 22, 2019, located at the 6th floor of a parking garage structure, employees erected formwork for cast-in-place concrete that had not been instructed on the applicable procedures and/or regulations to minimize those hazards while performing this work.
Recent events (2)
  • — I (O) $12145
  • — Z (S) $12145

1926.703 A01

Serious Gravity 10 1 instance 1 exposed
Issued
May 18, 2020
Penalty
Initial $13,494 · Current $13,494
29 CFR 1926.703(a)(1): "General requirements for formwork." Formwork shall be designed, fabricated, erected, supported, braced and maintained so that it will be capable of supporting without failure all vertical and lateral loads that may reasonably be anticipated to be applied to the formwork. Formwork which is designed, fabricated, erected, supported, braced and maintained in conformance with the Appendix to this section will be deemed to meet the requirements of this paragraph.    During construction of the 7th floor of the parking garage located at Fourth and Race, the employer failed to adequately review initial and revised shoring plans provided by outside engineering firms to account for additional loads imposed by a 24" slab section of that floor.
Recent events (2)
  • — I (S) $13494
  • — Z (S) $13494

1926.703 A02

Deleted Serious Gravity 10 1 instance 1 exposed
Issued
May 18, 2020
Penalty
Initial $13,494 · Current $0 Reduced
29 CFR 1926.703(a)(2): "General requirements for formwork." Drawings or plans, including all revisions, for the jack layout, formwork (including shoring equipment), working decks, and scaffolds, shall be available at the jobsite.  On Nov. 25, 2019, located on the 6th floor of a parking garage structure, employees were exposed to struck-by hazards from formwork failure in that approved engineered drawings were not available at the jobsite to account for a 24 inch thick slab fold area on the 7th floor. Updated shoring calculations were not submitted to the shoring designer and engineer to develop new drawings, resulting in overloading of the shoring system and collapse of the formwork after placement of wet concrete.
Recent events (2)
  • — I (S) $0
  • — Z (S) $13494

View Gateway Concrete Forming Services, 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 344477971.

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