ASPEN, CO ·
OSHA Inspection: ASHLEY CONCRETE STRUCTURES
Referral inspection · Safety discipline
At a glance
On , OSHA opened a referral safety inspection of ASHLEY CONCRETE STRUCTURES in 1450 UTE AVE., ASPEN, CO 81611 (NAICS 238110). OSHA activity number 342380631.
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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
- ASHLEY CONCRETE STRUCTURES
- Site address
- 1450 UTE AVE.
- City
- ASPEN
- State
- CO
- ZIP
- 81611
- Mailing
- PO BOX 2064, GLENWOOD SPRINGS, CO 81602
What kind of inspection was it?
- Inspection type
- Referral (C)
- Scope
- Partial (B)
- Discipline
- Safety
- Advance notice
- No
- Union status
- Non-union (B)
When did the case open and close?
- Opened
- Closing conference
- Case closed
- Last modified
- Data loaded
Establishment context
- NAICS code
- 238110
- Employees
- 24
- Ownership type
- Private (A)
Citations
5 citations on file for this inspection.
1926.451 F03
- Issued
- Sep 22, 2017
- Abate by
- Nov 15, 2017
- Penalty
- Initial $4,310 · Current $4,310
General-duty citation text
29 CFR 1926.451(f)(3): Scaffolds and scaffold components were not inspected for visible defects by a competent person before each work shift, and after any occurrence which could affect a scaffold's structural integrity: (a) Ashley Concrete Structures at 1450 Ute Ave. Aspen, CO: On or before April 18, 2017, the exposing, creating, and correcting employer did not ensure that the scaffold erected at the Stair Tower was inspected by a competent person prior to use. The scaffold was used to perform work, even though it was missing structural components including, but not limited to, safe ladder access, connecting frame pins, cross bracing pins, and plank extensions on the working platforms. This condition exposed employees to fall hazards of approximately 13 feet from the platform to the ground.
Recent events (2)
- · I (S) $4310
- · Z (S) $4310
1926.451 F07
- Issued
- Sep 22, 2017
- Abate by
- Oct 12, 2017
- Penalty
- Initial $0 · Current $0
General-duty citation text
29 CFR 1926.451(f)(7): Scaffolds were not erected, moved, dismantled, or altered, by trained and experienced employees under the supervision and direction of a competent person qualified in scaffold erection, moving, dismantling or alteration. Such activities were not performed only by experienced and trained employees selected for such work by the competent person: (a) Ashley Concrete Structures at 1450 Ute Ave. Aspen, CO: On or before April 18, 2017, the exposing, creating and correcting employer did not ensure that the scaffold used in the Stair Tower was erected under the supervision of a competent person. While the scaffold was being erected, it was missing structural components including, but not limited to, safe ladder access, connecting frame pins, cross bracing pins, and plank extensions on the working platforms. This condition exposed employees to fall hazards of approximately 13 feet from the platform to the ground.
Recent events (2)
- · I (S) $0
- · Z (S) $0
1926.501 B05
- Issued
- Sep 22, 2017
- Abate by
- Nov 15, 2017
- Penalty
- Initial $5,387 · Current $5,290 Reduced
General-duty citation text
29 CFR 1926.501(b)(5): Each employee on the face of formwork or reinforcing steel was not protected from falling 6 feet or more to lower levels by personal fall arrest systems, safety net systems, or positioning device systems: (a) Ashley Concrete Structures at 1450 Ute Ave. Aspen, CO: On or before April 18, 2017, the exposing, creating and correcting employer did not ensure that each employee working on the face of formwork was tied off when working more than six feet from the ground. Employees were assembling a concrete Symons panel formwork system. One employee disconnected his hooks to descend and retrieve more materials, and stepped onto a wooden 2 x 4 turnbuckle brace which was inadequately nailed from underneath. This employee fell 28 feet to a concrete floor where he sustained numerous fractures including a fractured femur, vertebra, hip and wrist. This condition exposed employees to a fall hazard of 28 feet.
Recent events (2)
- · I (S) $5290
- · Z (S) $5387
1926.503 A02
- Issued
- Sep 22, 2017
- Abate by
- Nov 15, 2017
- Penalty
- Initial $0 · Current $0
General-duty citation text
29 CFR 1926.503(a)(2): The employer did not assure that each employee exposed to fall hazards was trained by a competent person qualified in the areas specified in 29 CFR 1926.503 (a)(2)(i) through (viii): (a) Ashley Concrete Structures at 1450 Ute Ave. Aspen, CO: On or before April 18, 2017, the exposing, creating and correcting employer did not ensure each employee was trained in fall protection by a competent person, as required under this standard, when working more than six feet from the ground. Employees were assembling a concrete Symons panel formwork system for an elevator shaft. One employee disconnected his hooks to descend and retrieve more materials, and stepped onto a wooden 2 x 4 turnbuckle brace which was inadequately nailed from underneath. This employee fell 28 feet to a concrete floor where he sustained numerous fractures including a fractured femur, vertebra, hip and wrist. This condition exposed employees to a fall hazard of 28 feet.
Recent events (2)
- · I (O) $0
- · Z (S) $0
1926.701 B
- Issued
- Sep 22, 2017
- Abate by
- Oct 12, 2017
- Penalty
- Initial $3,232 · Current $0 Reduced
General-duty citation text
29 CFR 1926.701(b): All protruding reinforcing steel, onto and into which employees could fall, was not guarded to eliminate the hazard of impalement: (a) Ashley Concrete Structures at 1450 Ute Ave. Aspen, CO: On or before April 18, 2017, the exposing, creating and correcting employer did not ensure each employee was protected from rebar impalement hazards. An employee was working in-between the wooden fence and the uncapped rebar on the perimeter wall adjacent to the Shaft Elevator and Stair Tower. This condition exposed employees to impalement hazards.
Recent events (2)
- · I (S) $0
- · Z (S) $3232
More inspections in this industry (NAICS 238110)
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Source
This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). OSHA publishes its own view of this case as inspection number 342380631.
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