BOSTON, MA —
OSHA Inspection: ACCORD STEEL AND PRECAST ERECTORS, INC.
Unprogrammed Other inspection · Safety discipline
At a glance
On , OSHA opened an unprogrammed Other safety inspection of ACCORD STEEL AND PRECAST ERECTORS, INC. in 245 SUMNER ST., BOSTON, MA 02128 (NAICS 238120). OSHA activity number 347065385.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.
Where did this inspection happen?
- Establishment
- ACCORD STEEL AND PRECAST ERECTORS, INC.
- Site address
- 245 SUMNER ST.
- City
- BOSTON
- State
- MA
- ZIP
- 02128
- Mailing
- 42 WINTER STREET, UNIT 35, PEMBROKE, MA 02359
What kind of inspection was it?
- Inspection type
- Unprogrammed Other (I)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- No
- Union status
- A
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 238120
- Employees
- 157
- Ownership type
- A
Citations
5 citations on file for this inspection.
1926.21 B02
- Issued
- Apr 11, 2024
- Abate by
- Apr 19, 2024
- Penalty
- Initial $11,292 · Current $11,292
General-duty citation text
29 CFR 1926.21(b)(2):The employer did not instruct each employee in the recognition and avoidance of unsafe conditions and the regulations applicable to his/her environment to control or eliminate any hazards or other exposure to illness or injury. LOCATION: The Derrick Floor above the bus depot at 245 Sumner St. On or about October 27th, The employer did not instruct each employee in the recognition and avoidance of unsafe conditions and the regulations applicable to his/her environment to control or eliminate the known hazards associated with hoisting the truss assembly weighing in excess of 30,000lbs. and the resulting exposure to injury.
Recent events (3)
- — F (S) $11292
- — C (S) $11292
- — Z (S) $11292
1926.701 B
- Issued
- Apr 11, 2024
- Abate by
- Apr 19, 2024
- Penalty
- Initial $14,518 · Current $14,518
General-duty citation text
29 CFR 1926.701(b):All protruding reinforcing steel, onto and/or into which employees could fall, was guarded to eliminate the hazard of impalement. LOCATION: The Derrick Floor above the bus depot at 245 Sumner St. On or about October 27th The employer did not ensure that all protruding reinforcing steel, onto and/or into which employees could fall, was not guarded to eliminate the hazard of impalement.
Recent events (3)
- — F (O) $14518
- — C (S) $14518
- — Z (S) $14518
1926.753 D02 I
- Issued
- Apr 11, 2024
- Abate by
- Apr 19, 2024
- Penalty
- Initial $14,518 · Current $0 Reduced
General-duty citation text
29 CFR 1926.753(d)(2)(i):Materials being hoisted were not rigged to prevent unintentional displacement. LOCATION: The Derrick Floor above the bus depot at 245 Sumner St. On or about October 27th The employer did not ensure that materials being hoisted were rigged to prevent unintentional displacement and caused two of their employees to suffer injuries related to them falling and being struck by the dislodged trusses.
Recent events (3)
- — F (S) $0
- — C (S) $14518
- — Z (S) $14518
1926.754 A
- Issued
- Apr 11, 2024
- Abate by
- Apr 19, 2024
- Penalty
- Initial $14,518 · Current $0 Reduced
General-duty citation text
29 CFR 1926.754(a):Structural stability shall be maintained at all times during the erection process. Note to paragraph (a): Federal Highway Administration (FHWA) regulations incorporate by reference a number of standards, policies, and standard specifications published by the American Association of State Highway and Transportation Officials (AASHTO) and other organizations. (See 23 CFR 625.4). Many of these incorporated provisions may be relevant to maintaining structural stability during the erection process. For instance, as of May 17, 2010, in many cases FHWA requires a Registered Engineer to prepare and seal working drawings for falsework used in highway bridge construction. (See AASHTO Specifications for Highway Bridges, Div. II, ��3.2.1, 15th edition, 1992, which FHWA incorporates by reference in 23 CFR 625.4). FHWA also encourages compliance with AASHTO Specifications that the FHWA regulations do not currently incorporate by reference. (See http://www.fhwa.dot.gov/bridge/lrfd/index.htm.) LOCATION: The Derrick Floor above the bus depot at 245 Sumner St. On or about October 27th The employer did not ensure that the structural stability of the standing truss was maintained at all times during the erection process and caused two of their employees to suffer falls and struck-by injuries.
Recent events (3)
- — F (S) $0
- — C (S) $14518
- — Z (S) $14518
1926.754 B03
- Issued
- Apr 11, 2024
- Abate by
- Apr 19, 2024
- Penalty
- Initial $14,518 · Current $0 Reduced
General-duty citation text
29 CFR 1926.754(b)(3):A fully planked or decked floor or nets shall be maintained within two stories or 30 feet (9.1 m), whichever is less, directly under any erection work being performed. LOCATION: The Derrick Floor above the bus depot at 245 Sumner St. On or about October 27th The employer did not ensure that a fully planked or decked floor or nets was maintained within two stories or 30 feet (9.1 m), whichever is less, directly under any erection work being performed.
Recent events (3)
- — F (S) $0
- — C (S) $14518
- — Z (S) $14518
More inspections at Accord Steel and Precast Erectors, INC.
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Source
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 347065385.
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