Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,195,903Inspections Most recent open 2026-08-18 Last loaded 2026-08-21

OSHA Inspection: ASHLEY CONCRETE STRUCTURES

Referral inspection · Safety discipline

On , OSHA opened a referral safety inspection of ASHLEY CONCRETE STRUCTURES in 1450 UTE AVE., ASPEN, CO 81611 (NAICS 238110). OSHA activity number 342380631.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.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
1450 UTE AVE.
City
ASPEN
State
CO
ZIP
81611
Mailing
PO BOX 2064, GLENWOOD SPRINGS, CO 81602
Inspection type
Referral (C)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
Non-union (B)
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238110
Employees
24
Ownership type
Private (A)

5 citations on file for this inspection.

1926.451 F03

Serious Gravity 5 1 instance 5 exposed
Issued
Sep 22, 2017
Abate by
Nov 15, 2017
Penalty
Initial $4,310 · Current $4,310
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

Deleted Serious Gravity 5 1 instance 5 exposed
Issued
Sep 22, 2017
Abate by
Oct 12, 2017
Penalty
Initial $0 · Current $0
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

Serious Gravity 5 1 instance 5 exposed
Issued
Sep 22, 2017
Abate by
Nov 15, 2017
Penalty
Initial $5,387 · Current $5,290 Reduced
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

Other-than-serious 1 instance 5 exposed
Issued
Sep 22, 2017
Abate by
Nov 15, 2017
Penalty
Initial $0 · Current $0
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

Deleted Serious Gravity 1 1 instance 5 exposed
Issued
Sep 22, 2017
Abate by
Oct 12, 2017
Penalty
Initial $3,232 · Current $0 Reduced
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

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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