Standard Interpretations - Table of Contents|
| Standard Number:||1910.27; 1910.27(b)(2)|
|This letter constitutes OSHA's interpretation only of the requirements discussed and may not be applicable to any situation not delineated within the original correspondence.|
August 8, 2005
Mr. Richard A. Eichel, CSP
ATA Safety & Health Group
1478 5th Street
Arnold AFB, TN 37388-7000
Dear Mr. Eichel:
Thank you for your February 15, 2005 letter to the Occupational Safety and Health Administration's (OSHA) Directorate of Enforcement Programs (DEP). Your letter has been referred to DEP's Office of General Industry Enforcement for an answer to your question regarding OSHA's fixed ladder standard, 29 CFR 1910.27. It is my understanding that your staff has discussed your letter with my staff and your question has been restated below for clarity.
Scenario: Several "step through" type fixed ladders (between 8 and 24 feet in height) are constructed using two-inch angle iron as side rails. The angle iron side rails are cut about one inch above the top rung. The top two rungs extend out past the ladders side rails and one-inch pipe has been welded to these extensions. The pipe then extends up the required three and one-half feet at a width of 24 inches and is bent over at the top to create handholds.
Question: Do the side rails on these ladders meet OSHA's fixed ladder standard?
Reply: 29 CFR 1910.27(b)(2) requires that side rails which might be used as a climbing aid be of such cross sections as to afford adequate gripping surface without sharp edges, splinters, or burns. It does not appear from the information provided th