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

OSHA Inspection: G&H CONSTRUCTION, INC.

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of G&H CONSTRUCTION, INC. in 240 ARLINGTON ST., ACTON, MA 01720 (NAICS 238160). OSHA activity number 347751703.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
240 ARLINGTON ST.
City
ACTON
State
MA
ZIP
01720
Mailing
27 CONCORD STREET, MAYNARD, MA 01754
Inspection type
Planned (H)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238160
Employees
7
Ownership type
A

1 citation on file for this inspection.

1926.501 B10

Serious Gravity 10 1 instance 2 exposed
Issued
Mar 3, 2025
Penalty
Initial $4,965 · Current $3,476 Reduced
29 CFR  1926.501(b)(10): Each employee engaged in roofing activities on flat roofs with unprotected sides and edges 6 feet or more above lower levels was not protected from falling by guardrail systems, safety net systems, personal fall arrest systems, warning line system, or a safety monitoring system.   Location - Roof  On or about 9/12/2024, employees were not protected from falling to a lower level while working at heights greater than 6 feet.
Recent events (2)
  • — I (S) $3475.5
  • — Z (S) $4965

View G&H Construction, 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 347751703.

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