Charlottesville, Virginia · Poured Concrete Foundation and Structure Contractors · NAICS 238110
Kahnco, LLC has 8 OSHA inspections on record in Virginia, the first in 2016.
OSHA's last visit started on Mar 4, 2026, in Charlottesville.
Across those inspections OSHA issued 5 citation items: 4 serious and 1 other-than-serious.
OSHA proposed $11,365 in penalties. After settlements and reviews the total is $6,545, down 42%.
Most often, OSHA cited 1926.701, concrete and masonry construction: general requirements (2 items).
For context, across all construction employers the median penalty per cited inspection since 2015 is $3,079. Kahnco, LLC averages $1,636 over 4 cited inspections in that time.
Kahnco, LLC also files yearly injury logs with OSHA, summarized below.
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Watch this company695 Moores Creek Lane, Charlottesville, VA 22902 · Poured Concrete Foundation and Structure Contractors · OSHA's record · Phone and website on Google Maps
| Citation and rule | Type | Proposed | Current | Issued | Status |
|---|---|---|---|---|---|
| Citation 1, item 1a 29 CFR 1926.1053(a)(1)(i) · Ladders in construction |
Serious | $4,325 | $4,325 | Apr 1, 2026 | Final |
| Citation 1, item 1b 29 CFR 1926.1053(b)(1) · Ladders in construction |
Serious | $4,325 | $0 | Apr 1, 2026 | Final |
1630 Driver Road, Harrisonburg, VA 22801 · Poured Concrete Foundation and Structure Contractors · OSHA's record · Phone and website on Google Maps
No citations from this inspection.
102 Valley Center Drive, Staunton, VA 24401 · Poured Concrete Foundation and Structure Contractors · OSHA's record · Phone and website on Google Maps
No citations from this inspection.
Rt 33 West And Brickstone Ct, Harrisonburg, VA 22801 · Poured Concrete Foundation and Structure Contractors · OSHA's record · Phone and website on Google Maps
| Citation and rule | Type | Proposed | Current | Issued | Status |
|---|---|---|---|---|---|
| Citation 1, item 1 29 CFR 1926.701(b) · Concrete and Masonry Construction: general requirements |
Other-than-serious | $0 | $0 | Mar 7, 2025 | Final |
415 Ray C. Hunt Drive, Charlottesville, VA 22903 · Poured Concrete Foundation and Structure Contractors · OSHA's record · Phone and website on Google Maps
No citations from this inspection.
140 Hospital Dr., Charlottesville, VA 22903 · Poured Concrete Foundation and Structure Contractors · OSHA's record · Phone and website on Google Maps
No citations from this inspection.
1720 Treetop Drive Woodlands Of Charlottesville Apartments, Charlottesville, VA 22903 · Poured Concrete Foundation and Structure Contractors · OSHA's record · Phone and website on Google Maps
| Citation and rule | Type | Proposed | Current | Issued | Status |
|---|---|---|---|---|---|
| Citation 1, item 1 29 CFR 1926.652(a)(1) · Trench protection |
Serious | $720 | $720 | Mar 31, 2017 | Final |
181 Patterson Street, Harrisonburg, VA 22807 · Poured Concrete Foundation and Structure Contractors · OSHA's record · Phone and website on Google Maps
| Citation and rule | Type | Proposed | Current | Issued | Status |
|---|---|---|---|---|---|
| Citation 1, item 1 29 CFR 1926.701(b) · Concrete and Masonry Construction: general requirements |
Serious | $1,995 | $1,500 | Sep 28, 2016 | Final |
From the Form 300A summaries employers file with OSHA each year. Rate = recordable cases per 100 full-time workers.
In 2025, the Staunton site logged 6 recordable injuries or illnesses among about 139 workers: 3.9 per 100 full-time workers, against a median of 2.8 for its industry. Those cases cost 3 days away from work.
| Site and year | Workers | Cases | Days-away cases | Rate | Industry median |
|---|---|---|---|---|---|
| Kahnco, LLC Staunton · 2025 | 139 | 6 | 2 | 3.9 | 2.8 |
Current text from the Code of Federal Regulations. Some citations were issued under older wording.
29 CFR 1926.1053(a)(1)(i)
(i) Each self-supporting portable ladder: At least four times the maximum intended load, except that each extra-heavy-duty type 1A metal or plastic ladder shall sustain at least 3.3 times the maximum intended load. The ability of a ladder to sustain the loads indicated in this paragraph shall be determined by applying or transmitting the requisite load to the ladder in a downward vertical direction. Ladders built and tested in conformance with the applicable provisions of appendix A of this subpart will be deemed to meet this requirement.
29 CFR 1926.1053(b)(1)
(1) When portable ladders are used for access to an upper landing surface, the ladder side rails shall extend at least 3 feet (.9 m) above the upper landing surface to which the ladder is used to gain access; or, when such an extension is not possible because of the ladder's length, then the ladder shall be secured at its top to a rigid support that will not deflect, and a grasping device, such as a grabrail, shall be provided to assist employees in mounting and dismounting the ladder. In no case shall the extension be such that ladder deflection under a load would, by itself, cause the ladder to slip off its support.
29 CFR 1926.652(a)(1)
(a) Protection of employees in excavations. (1) Each employee in an excavation shall be protected from cave-ins by an adequate protective system designed in accordance with paragraph (b) or (c) of this section except when:
Source: U.S. Department of Labor, OSHA enforcement data. A citation is OSHA's allegation; employers can contest it, and the status column shows where each item stands. Something wrong on this page? Tell us.