Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,992Inspections Most recent open 2026-07-18 Last loaded 2026-07-22

OSHA Inspection: LUNA MASONRY, INC.

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of LUNA MASONRY, INC. in 10136 PARKGLENN WAY, PARKER, CO 80134 (NAICS 238140). OSHA activity number 341207207.

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employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Establishment
LUNA MASONRY, INC.
Site address
10136 PARKGLENN WAY
City
PARKER
State
CO
ZIP
80134
Mailing
3324 SOUTH NELSON STREET, LAKEWOOD, CO 80227
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
238140
Employees
5
Ownership type
A

6 citations on file for this inspection.

1926.153 G

Serious Gravity 5 1 instance 5 exposed
Issued
Feb 17, 2016
Abate by
Feb 23, 2016
Penalty
Initial $2,000 · Current $2,000
29 CFR 1926.153(g): Liquefied petroleum gas (LP-Gas) containers installed outside of buildings or structures were not upright upon firm foundation or otherwise firmly secured:   (a)  On or about January 20, 2016, employees were exposed to a struck-by hazard while working next to a liquefied petroleum gas (LP-Gas) container that was not placed on a firm foundation or otherwise secured to prevent it from tipping over.
Recent events (2)
  • — I (S) $2000
  • — Z (S) $2000

1926.451 B08

Serious Gravity 5 1 instance 5 exposed
Issued
Feb 17, 2016
Abate by
Feb 23, 2016
Penalty
Initial $2,000 · Current $2,000
29 CFR 1926.451(b)(8): At all points of a scaffold where the platform changes direction, such as turning a corner, the platform that rests on a bearer at an angle other than a right angle was not laid first:  (a)  On or about January 20, 2016, employees working from a scaffold where the working platform, at the corner, was not laid first, exposing them to falls of approximately 14 feet.
Recent events (2)
  • — I (S) $2000
  • — Z (S) $2000

1926.452 C03

Serious Gravity 5 1 instance 5 exposed
Issued
Feb 17, 2016
Abate by
Feb 23, 2016
Penalty
Initial $0 · Current $0
29 CFR 1926.452(c)(3): Frames and panels were not joined together vertically by coupling or stacking pins or equivalent means:  (a)  On or about January 20, 2016, employees working from a scaffold that did not have the frame pins or other equivalent means to secure the vertical frames together, exposing them to falls of approximately 14 feet.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.451 F03

Serious Gravity 5 1 instance 5 exposed
Issued
Feb 17, 2016
Abate by
Feb 23, 2016
Penalty
Initial $0 · Current $0
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)  On or about January 20, 2016, employees were working from a scaffold, which was not inspected by a competent person before use, exposing them to falls of approximately 14 feet.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.451 G01 VI

Serious Gravity 5 1 instance 5 exposed
Issued
Feb 17, 2016
Abate by
Feb 23, 2016
Penalty
Initial $0 · Current $0
29 CFR 1926.451(g)(1)(vi): Each employee performing overhand bricklaying operations from a supported scaffold was not protected from falling from all open sides and ends of the scaffold (except at the side next to the wall being laid) by the use of a personal fall arrest system or guardrail system (with minimum 200 pound toprail capacity):  (a)  On or about January 20, 2016, employees working from a scaffold without the benefit of a fall protection system, were exposed to falls of approximately 14 feet.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.706 B

Serious Gravity 10 1 instance 5 exposed
Issued
Feb 17, 2016
Abate by
Mar 14, 2016
Penalty
Initial $2,800 · Current $2,800
29 CFR 1926.706(b): Masonry walls over eight feet in height were not adequately braced to prevent overturning and to prevent collapse until permanent supporting elements of the structure were in place:   (a)  On or about January 20, 2016, employees were exposed to crushing and struck-by hazards where the mason constructed wall sections, which each measured approximately 30 feet high and 50 feet in length had only one temporary support installed.    Abatement note:     Among other methods, one feasible and acceptable method of abatement would be to follow the requirements of Standard Practice for Bracing Masonry Walls Under Construction, dated December 2012, which states:     A 1.3-  Utilize two braces per panel with each brace in 0.2 times the panel length from the edge or 5 feet.
Recent events (2)
  • — I (S) $2800
  • — Z (S) $2800

View Luna Masonry, INC.'s full OSHA safety record →

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 341207207.

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