Standard Interpretations
Standard Interpretations are letters or memos written in response to public inquiries or field office inquiries regarding how some aspect of or terminology in an OSHA standard or regulation is to be interpreted and enforced by the Agency. These letters provide guidance to clarify the application of an established OSHA standard, policy, or procedure, but they may not, in themselves, establish or revise OSHA policy or procedure or interpret the OSH Act. They must specifically cite the source policy or procedure document they interpret.
- 1926.652 - Clarification of house foundation/basement excavation;Fall protection requirements. - 02/01/1996
- 1926.652 - Clarification of Standards - 01/09/1991
- 1926.652 - Design of protective systems for employees working in trenches. - 05/21/1992
- 1926.652 - Design of Protective Systems in Trenches. - 05/21/1992
- 1926.652 - Excavation standards relating to aluminum rail. - 05/05/1992
- 1926.652 - Permissibility of installing a trench shield so that the top is flush with the surface. - 11/14/2003
- 1926.652 - Plywood as a substitute for meeting the standard. - 02/19/1993
- 1926.652 - Protective system requirements for excavations that will not be entered by employees. - 10/13/2009
- 1926.652 - Safety Procedures During Gunite and Shotcrete Pool Construction. - 03/28/1994
- 1926.652 - Standards addressing excavations - 12/02/1991
- 1926.652 - Suspension of 29 CFR 1926.652 to House Foundation/Basement Excavations. - 06/30/1995
- 1926.652 - Testing of type C soil is not necessary if employees are adequately protected. - 06/05/1991
- 1926.652 - Use of plywood for shoring and support systems in trenches and excavations. - 04/15/1992
- 1926.652(a) - Minimum length that an excavation must be before a protective system is required. - 07/16/1993
- 1926.652(a)(1) - Excavations may be shored with wooden shoring. - 10/15/1999
- 1926.652(a)(1) - Permissibility of using average excavation depth to determine protective system requirements for the excavation. - 09/30/2004
- 1926.652(a)(1) - Protective system requirements for excavations that will not be entered by employees. - 10/13/2009
- 1926.652(a)(1)(ii) - Permissibility of using average excavation depth to determine protective system requirements for the excavation. - 09/30/2004
- 1926.652(b) - Protective system requirements for excavations that will not be entered by employees. - 10/13/2009
- 1926.652(b) - Requirements to prevent trench collapse during sheet-pile operations. - 10/17/2000
- 1926.652(b) - Trench shield must extend 18" above excavation walls when below grade. - 08/10/2000
- 1926.652(b)(1)(i) - Classification of soils for providing protective systems in excavations. - 03/10/1992
- 1926.652(b)(4) - Regulations governing sloping and benching systems for excavations. - 05/02/2013
- 1926.652(c) - Excavations may be shored with wooden shoring. - 10/15/1999
- 1926.652(c) - Protective system requirements for excavations that will not be entered by employees. - 10/13/2009
- 1926.652(c)(1) - Registered professional engineer approval requirements for manufactured trench protection systems deeper than 20 feet. - 01/16/2003
- 1926.652(c)(2) - Registered professional engineer approval requirements for manufactured trench protection systems deeper than 20 feet. - 01/16/2003
- 1926.652(c)(3) - Registered professional engineer approval requirements for manufactured trench protection systems deeper than 20 feet. - 01/16/2003
- 1926.652(c)(4) - Registered professional engineer approval requirements for manufactured trench protection systems deeper than 20 feet. - 01/16/2003
- 1926.652(g)(1)(ii) - Allowable gap requirement between the trench shield and trench sides. - 03/11/2013
- 1926.652(g)(1)(ii) - Permissibility of installing a trench shield so that the top is flush with the surface. - 11/14/2003
- 1926.652(g)(1)(ii) - Trench shields must be installed to prevent lateral movement in a collapse. - 10/20/1999
- 1926.652(g)(1)(iv) - Design and use of trench boxes - 11/07/1991