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

OSHA Inspection: HANNA, GHOBRIAL AND ASSOCIATES, LTD

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of HANNA, GHOBRIAL AND ASSOCIATES, LTD in G.P.I.A. MIDFIELD TERMINAL PROJECT, PITTSBURGH, PA 15231 (NAICS 000000). OSHA activity number 107157380.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
G.P.I.A. MIDFIELD TERMINAL PROJECT
City
PITTSBURGH
State
PA
ZIP
15231
Mailing
939 GOYEAU STREET, WINDSOR, ONTARIO, PA 15222
Inspection type
Planned (H)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
A
Opened
Closing conference
Case closed
Data loaded
NAICS code
000000
SIC code (legacy)
1542
Employees
1
Ownership type
A
Industry flags
Construction safety.

1 citation on file for this inspection.

5(a)(1)

Deleted Willful Gravity 10 1 instance 10 exposed
Issued
Jan 29, 1991
Abate by
Feb 1, 1991
Penalty
Initial $10,000 · Current $10,000
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:
A) Employees were exposed to being struck by building components due
to structure collapse at the airside building at the Midfield
Terminal Project of the Greater Pittsburg International Airport
in that:
1) The roof beam RB-35 at column line B20 failed in flexural
due to the inadequate development length of its bottom bars
marked #701.
2) The flexural reinforcement of two #7 bars of beam RB-35 to
support the construction loads during erection was marginal
as per ACI 31B-83.
3) The lap splice length of #7 bars marked #701 and #702 did not
meet the ACI design criteria.
4) Four #8 bars for the longitudinal bottom reinforcement of
beam RB-35 were not properly spaced by the precast manufacturer.
5) Field examination of the embedded reinforcing steel had
indicated a series of inconsistencies in placement of bars.
Recent events (2)
  • — F (W) $10000.00
  • — Z (W) $10000.00

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 107157380.

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