Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,198,547Inspections Most recent open 2026-09-01 Last loaded 2026-09-04

OSHA Inspection: TECTONIC ENGINEERING CONSULTANTS

Programmed Related inspection · Safety discipline

On , OSHA opened a programmed Related safety inspection of TECTONIC ENGINEERING CONSULTANTS in PALISADES CENTER, WEST NYACK, NY 10960 (NAICS 000000). OSHA activity number 301457222.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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 Tectonic Engineering Consultants for free Get an email when a new federal OSHA severe-injury report for Tectonic Engineering Consultants is published. One employer, no account, unsubscribe in one click.
Site address
PALISADES CENTER
City
WEST NYACK
State
NY
ZIP
10960
Mailing
P.O. BOX 447, HIGHLAND MILLS, NY 10930
Inspection type
Programmed Related (I)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
Non-union (N)
Opened
Closing conference
Case closed
Data loaded
NAICS code
000000
SIC code (legacy)
8734
Employees
5
Ownership type
Private (A)
Industry flags
Construction safety.

1 citation on file for this inspection.

5(a)(1)

Serious Gravity 10 1 instance 5 exposed
Issued
Feb 12, 1998
Abate by
Feb 18, 1998
Penalty
Initial $1,500 · Current $1,000 Reduced
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 collapsing of a steel I-Beam structure that was
"Rough Hung", I-Beam was
not secured by its permanent means, which was to bolt the I-Beam to column
J-7.
Location: Tower 2 Parking Lot Lower level; J-7, I-Beam # W1409B1,
Palisades Center Rt 59
& 303 Nyack NY.
On or About: 12/18/97
& The employer did not inform all necessary contractors that the I-Beam #
W1409B1 at J-7 was
in a "Rough Hung" condition and the steel 18 inches X 18 inches plate was
not bolted to the
column. Therefore the floor deck at J-7 and J-6 was not ready to receive
the concrete pour.
AMONG OTHER METHODS ONE FEASIBLE AND ACCEPTABLE METHOD TO
CORRECT THIS HAZARD IS:
A) The employer, shall verify by means of a written inspection record,
that all items relating
to the steel erection and steel connections have been accomplished
according to the Framing
Plans and Foundation Plans.
B) The employer, must inform all necessary contractors in writing of any
items found from the
inspection not to be accomplished as described in the Foundation Plans and
Framing Plans prior
to any concrete pour.
NOTE: Because abatement of this violation is already documented in the
inspection case file,
the employer need not submit certification or documentation of abatement
of this violation as
normally required by 29 CFR 1903.19.
Recent events (2)
  • · I (S) $1000.00
  • · Z (S) $1500.00

This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). OSHA publishes its own view of this case as inspection number 301457222.

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