Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,193,745Inspections Most recent open 2026-08-06 Last loaded 2026-08-10

OSHA Inspection: BECKER & ASSOCIATES CONSTRUCTION INC.

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of BECKER & ASSOCIATES CONSTRUCTION INC. in 5300 SOUTH ATLANTIC AVE, NEW SMYRNA BEACH, FL 32169 (NAICS 236220). OSHA activity number 341341139.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
5300 SOUTH ATLANTIC AVE
City
NEW SMYRNA BEACH
State
FL
ZIP
32169
Mailing
56 EMERSON DR, PALM COAST, FL 32164
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
236220
Employees
25
Ownership type
A

4 citations on file for this inspection.

1926.405 A02 II E

Serious Gravity 10 1 instance 6 exposed
Issued
Apr 6, 2016
Penalty
Initial $2,800 · Current $2,100 Reduced
29 CFR 1926.405(a)(2)(ii)(E): Lamps used in temporary wiring for general illumination were not protected from accidental contact or breakage:    a) On or about March 16, 2016, employees traversing the stairwell to gain access to the 5th floor were exposed to electrical shock hazards because the temporary lights in the stairwell affixed to the handrails had missing cages resulting in broken and missing light bulbs that exposed the metal contacts of the socket.
Recent events (2)
  • · I (S) $2100
  • · Z (S) $2800

1926.405 G02 III

Serious Gravity 5 1 instance 6 exposed
Issued
Apr 6, 2016
Penalty
Initial $2,400 · Current $1,800 Reduced
29 CFR 1926.405(g)(2)(iii): The repair splice in a hard service flexible cord No. 12 or larger did not retain the insulation, outer sheath properties, and usage characteristics of the cord which was being used:    a)  On or about March 16, 2016 employees using power tools to set concrete form tables on the 5th floor were exposed to electrical shock hazards because the temporary flexible power cord in use was cut and spliced at the section before the adapter plugged into the outlet box.  This splice exposed the wires by removing the insulation of the cord.
Recent events (2)
  • · I (S) $1800
  • · Z (S) $2400

1926.501 B01

Serious Gravity 10 2 instances 6 exposed
Issued
Apr 6, 2016
Penalty
Initial $2,800 · Current $2,800
29 CFR 1926.501(b)(1): Each employee on a walking/working surface with an unprotected side or edge which was 6 feet (1.8 m) or more above a lower level was not protected from falling by the use of guardrail systems, safety net systems, or personal fall arrest systems.  a). On or about March 16, 2016 employees working on the project were exposed to falls in excess of 45 feet to the concrete below because the location of their jobbox tool box maintained on site was within 3 feet of the floor edge and was not protected by means of a guard rail or safety net.   b). On or about March 16, 2016 employees using a Porta Potty temporary bathroom were exposed to fall hazards in excess of 35 feet to the ground below because the Porta Potty was positioned within 2 feet of the floor edge where no guardrails or safety nets were in place.
Recent events (2)
  • · I (S) $2800
  • · Z (S) $2800

1926.502 B04

Serious Gravity 10 1 instance 6 exposed
Issued
Apr 6, 2016
Penalty
Initial $2,800 · Current $2,000 Reduced
29 CFR 1926.502(b)(4): When the 200 pound (890 N) test load specified in paragraph (b)(3) of this section was applied in a downward direction, the top edge of the guardrail deflected to a height less than 39 inches (1.0 m) above the walking/working level.    a). On or about March 16, 2016 employees traversing the upper floors of a 5 story construction project were exposed to falls in excess of 45 feet to the concrete below because the cable guardrail system installed at the floor edges were loose and did not maintain a deflected height of 39 inches above the walking level.
Recent events (2)
  • · I (S) $2000
  • · Z (S) $2800

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 341341139.

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