Safety Incidents OSHA Severe Injury Reports · 2015–2025
4,113,118Inspections Most recent open 2026-07-13 Last loaded 2026-07-17

OSHA Inspection: JS CONSTRUCTION CORPORATION

Referral inspection · Safety discipline

On , OSHA opened a referral safety inspection of JS CONSTRUCTION CORPORATION in 11 ELLSWORTH AVE., CAMBRIDGE, MA 02138 (NAICS 238170). OSHA activity number 341740066.

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Site address
11 ELLSWORTH AVE.
City
CAMBRIDGE
State
MA
ZIP
02138
Mailing
1725 REVERE BEACH PARKWAY, EVERETT, MA 02149
Inspection type
Referral (C)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238170
Employees
2
Ownership type
A

4 citations on file for this inspection.

1926.451 B05 II

Serious Gravity 10 1 instance 1 exposed
Issued
Abate by
Penalty
Initial $3803.00 · Current $2000.00 Reduced
29 CFR 1926.451(b)(5)(ii): The end of a platform greater than 10 feet in length extended over its support more than 18 inches and the platform was not designed and installed so that the cantilevered portion of the platform is able to support employees without tipping, or has guardrails which block employee access to the cantilivered end.    Location: 11 Ellsworth Ave. Cambridge, MA    On or about 8/26/16, an aluma-pole pump jack scaffold platform not secured overhung past the upright more than 3-feet exposing an employee to fall hazards of greater than 9-feet, 8-inches.
Recent events (2)
  • — I (S) $2000
  • — Z (S) $3803

1926.451 C02 I

Serious Gravity 10 1 instance 1 exposed
Issued
Abate by
Penalty
Initial $3803.00 · Current $2000.00 Reduced
29 CFR 1926.451(c)(2)(i): Footings were not level, sound, rigid, and capable of supporting the loaded scaffold without settling or displacement:    Location: 11 Ellsworth Ave. Cambridge, MA    On or about 8/26/16, an aluma-pole pump jack scaffold was unstable and not level due to one of the aluma-poles that was set up over a hole in the ground exposing an employee to fall hazards greater than 9-feet, 4-inches.
Recent events (2)
  • — I (S) $2000
  • — Z (S) $3803

1926.452 J02

Serious Gravity 10 1 instance 1 exposed
Issued
Abate by
Penalty
Initial $0.00 · Current $0.00
29 CFR 1926.452(j)(2): Poles were not secured to the structure by rigid triangular bracing or equivalent at the bottom, top, and other points as necessary.  Location: 11 Ellsworth Ave. Cambridge, MA  On or about 8/26/16, an employee was exposed to fall hazards of greater than 9-feet, 8-inches while working from an aluma-pole pump jack scaffold due to the poles not being secured to the structure with a tie back device at the bottom of the scaffold.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.451 F04

Serious Gravity 1 1 instance 1 exposed
Issued
Abate by
Penalty
Initial $1630.00 · Current $1000.00 Reduced
29 CFR 1926.451(f)(4): Any part of a scaffold damaged or weakened such that its strength is less than that required by paragraph (a) of this section shall be immediately repaired or replaced, braced to meet those provisions, or removed from service until repaired.    Location: 11 Ellsworth Ave. Cambridge, MA    On or about 8/26/16, the aluma-pole pump jack scaffold platform an employee was working from was damaged with a broken rung and the platform had been previously repaired with rivets.
Recent events (2)
  • — I (S) $1000
  • — Z (S) $1630

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 341740066.