Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,214Inspections Most recent open 2026-07-16 Last loaded 2026-07-20

OSHA Inspection: AMERICAN CONCRETE SOLUTIONS, INC

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of AMERICAN CONCRETE SOLUTIONS, INC in 751 P STREET, NW, WASHINGTON, DC 20005 (NAICS 238110). OSHA activity number 335301198.

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Site address
751 P STREET, NW
City
WASHINGTON
State
DC
ZIP
20005
Mailing
11218 OLD BALTIMORE PIKE, BELTSVILLE, MD 20705
Inspection type
Planned (H)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238110
Employees
8
Ownership type
A

5 citations on file for this inspection.

1926.95 A

Other-than-serious 2 instances 2 exposed
Issued
Penalty
Initial $1600.00 · Current $0.00 Reduced
29 CFR 1926.95(a): Protective equipment, including personal protective equipment for eyes, face, head, and extremities, protective clothing, respiratory devices, and protective shields and barriers, was not provided, used, and maintained in a sanitary and reliable condition wherever it was necessary by reason of hazards of processes or environment, chemical hazards, radiological hazards, or mechanical irritants encountered in a manner capable of causing injury or impairment in the function of any part of the body through absorption, inhalation or physical contact:    a) West End of the Foundation Excavation - A concrete worker was observed without using the provided eye protection, cutting steel reinforcing rods using a Stihl TS420 concrete saw exposing him to a potential eye hazard.    b) West End of the Foundation Excavation - A concrete worker was observed without using the provided eye protection breaking a channel into a concrete footer exposing him to a potential eye hazard.
Recent events (2)
  • — I (O) $0
  • — Z (S) $1600

1926.501 B06

Serious Gravity 1 1 instance 8 exposed
Issued
Penalty
Initial $1200.00 · Current $780.00 Reduced
29 CFR 1926.501(b)(6): Each employee on ramps, runways, and other walkways was not protected from falling 6 feet (1.8 m) or more to lower levels by guardrail systems:    a) East End of the Foundation Excavation - Concrete workers were observed using a concrete form as a make shift ramp for access and egress into an excavation exposing them to a 6 foot 6 inch fall hazard.
Recent events (2)
  • — I (S) $780
  • — Z (S) $1200

1926.651 C02

Serious Gravity 1 1 instance 8 exposed
Issued
Penalty
Initial $1200.00 · Current $780.00 Reduced
29 CFR 1926.651(c)(2): A stairway, ladder, ramp or other safe means of egress was not located in trench excavations that were 4 feet (1.22m) or more in depth so as to require no more than 25 feet (7.62m) of lateral travel for employees:    a) Throughout the Foundation Excavation - Concrete workers were observed working on the opposite end of the foundation excavation where the only means of egress which was a concrete form used as a make shift ramp in an excavation located 90 feet away exposing them to a potential cave-in hazard.
Recent events (2)
  • — I (S) $780
  • — Z (S) $1200

1926.651 J02

Serious Gravity 5 2 instances 6 exposed
Issued
Penalty
Initial $0.00 · Current $0.00
29 CFR 1926.651(j)(2): Protection was not provided by placing and keeping excavated or other materials or equipment at least 2 feet (.61m) from the edge of excavations, or by the use of retaining devices that were sufficient to prevent materials or equipment from falling or rolling into excavations, or by a combination of both if necessary:    a) West End of the Foundation Excavation -  Concrete workers were observed working against face of the foundation excavation where the 10 foot high spoil was located directly at the top edge of the 7 foot deep excavation exposing them to a potential cave-in hazard.    b) South side of the Foundation Excavation - A concrete workers was observed working against face of the foundation excavation where the 3 foot high spoil was located directly at the top edge of the 7 foot deep excavation exposing them to a potential cave-in hazard.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.701 B

Serious Gravity 1 1 instance 8 exposed
Issued
Penalty
Initial $1200.00 · Current $780.00 Reduced
29 CFR 1926.701(b): All protruding reinforcing steel, onto and/or into which employees could fall or come against, was not guarded to eliminate the hazard of impalement:    a) Throughout the Foundation Excavation - Protruding reinforcing rods were not guarded to prevent impalement of workers. Numerous concrete workers were observed working over top of unprotected steel reinforcing rods preparing for installation of extensions and concrete forms exposing them to impalement hazards.
Recent events (2)
  • — I (S) $780
  • — Z (S) $1200

MACY'S

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 335301198.