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

OSHA Inspection: UCL, INC.

Programmed Related inspection · Safety discipline

On , OSHA opened a programmed Related safety inspection of UCL, INC. in BRIDGE HAM-50-29-10, SPAN 3 3400 RED BANK ROAD, CINCINNATI, OH 45227 (NAICS 238320). OSHA activity number 334646783.

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broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

Watch UCL, INC. — free Get an email when a new federal OSHA severe-injury report for UCL, INC. is published. One employer, no account, unsubscribe in one click.
Establishment
UCL, INC.
Site address
BRIDGE HAM-50-29-10, SPAN 3 3400 RED BANK ROAD
City
CINCINNATI
State
OH
ZIP
45227
Mailing
2025 STAPLETON RD., CINCINNATI, OH 45248
Inspection type
Programmed Related (J)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238320
Employees
30
Ownership type
A

6 citations on file for this inspection.

1926.451 A01

Serious Gravity 10 2 instances 2 exposed
Issued
Nov 15, 2012
Abate by
Nov 26, 2012
Penalty
Initial $5,390 · Current $7,500
29 CFR 1926.451(a)(1): Scaffold(s) and scaffold(s) component(s) were not capable of supporting, without failure, its own weight and at least four times the maximum intended load applied or transmitted to it:    a) On or about June 9, 2012 located at the Columbia Parkway Overpass project employees performed non-adjustable multipoint suspension scaffold containment floor/fence associated erection operations on which the outriggers/spacers were under-strength as fabricated, constructed and/or loaded as a system of temporary support and/or final design by the way the system and components were being erected and/or utilized, in that the scaffold component system was not capable of supporting at least four times the load applied as applied or transmitted.
Recent events (2)
  • — I (S) $7500
  • — Z (S) $5390

1926.451 F01

Serious Gravity 10 2 instances 2 exposed
Issued
Nov 15, 2012
Abate by
Nov 26, 2012
Penalty
Initial $0 · Current $0
29 CFR 1926.451(f)(1): Scaffold and/or scaffold components were loaded in excess of their maximum intended loads or rated capacities, whichever was less:    a) On or about June 9, 2012 located at the Columbia Parkway overpass project employees performed non-adjustable multi point suspension scaffold containment floor/fence associated erection operations on which the outrigger/spacer scaffold system components were loaded to a point 0of failure and/or in excess of their maximum intended load or load rated capacities.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.452 I08

Serious Gravity 10 1 instance 2 exposed
Issued
Nov 15, 2012
Abate by
Nov 26, 2012
Penalty
Initial $5,390 · Current $0 Reduced
29 CFR 1926.452(i)(8):  Scaffolds and scaffold components shall be designed by a registered professional engineer and shall be constructed and loaded in accordance with such design.     a) On or about June 9,2012 located at the Columbia Parkway overpass project employees performed non-adjustable multipoint suspension scaffold containment floor/fence associated  erection operations on which the outrigger/spacer components were not fabricated, constructed and/or loaded in accordance with registered professional engineer design specifications and/or equivalent redesign in that, outrigger/spacers as utilized were incapable of supporting required/ reasonably anticipated loads as a system of temporary support and/or final design.
Recent events (2)
  • — I (S) $0
  • — Z (S) $5390

1926.451 A06

Repeat Gravity 10 2 instances 2 exposed
Issued
Nov 15, 2012
Abate by
Nov 26, 2012
Penalty
Initial $10,780 · Current $0 Reduced
29 CFR 1926.451(a)(6): Scaffolds shall be designed by a qualified person and shall be constructed and loaded in accordance with that design.     a) On or about June 9, 2012 located at the Columbia Parkway overpass project employees performed non-adjustable multipoint suspension scaffold system containment floor/ fence associated erection operations on which the scaffold system was not fabricated, constructed and/or loaded in accordance with engineered design specifications and/or qualified person redesign, in that spacers/outriggers were incapable of supporting required/ reasonably anticipated loads as a system of temporary support and/or final design.
Recent events (2)
  • — I (R) $0
  • — Z (R) $10780

1926.451 F07

Serious Gravity 10 1 instance 2 exposed
Issued
Nov 15, 2012
Abate by
Nov 21, 2012
Penalty
Initial $5,390 · Current $2,750 Reduced
29 CFR 1926.451(f)(7): Scaffolds were not erected, moved, dismantled, or altered, by trained and experienced employees under the supervision and direction of a competent person qualified in scaffold erection, moving, dismantling or alteration:; Such activities were not performed only by experienced and trained employees selected for such work by the competent person.    a)On or about June 9 2012 located at the Columbia Parkway overpass project employees performed non-adjustable multipoint suspension scaffold containment floor/fence erection operations on which a competent person did not supervise the erection process to ensure the scaffold system components including outrigger/spacers were fabricated, constructed and /or loaded in accordance within engineered design specifications and/or qualified person redesign, maximum intended/anticipated loads were not exceeded, scaffolding components were capable of supporting four times applied or transmitted loads and fall arrest systems established and utilized.
Recent events (2)
  • — I (S) $2750
  • — Z (S) $5390

1926.451 G02

Serious Gravity 10 1 instance 1 exposed
Issued
Nov 15, 2012
Abate by
Nov 21, 2012
Penalty
Initial $5,390 · Current $2,750 Reduced
29 CFR 1926.451(g)(2): The employer did not provide fall protection for employees erecting or dismantling supported scaffolds:    a) On or about June 9, 2012 located at the Columbia Parkway overpass project employee(s) performed non-adjustable multipoint suspension scaffold floor/fence containment erection associated operations who were not protected by established personal fall arrest systems and/or systems utilized and were exposed to fall potentials in excess of 15.
Recent events (2)
  • — I (S) $2750
  • — Z (S) $5390

View UCL, 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 334646783.

Look up any company's OSHA accident reports by company, or browse severe injury reports by year, state, and company.