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Trenching (Construction)
 
 
National Summary

The hazards associated with excavation and trenching operations are many and varied. Since cave-ins present the greatest threat of injury or death to workers, OSHA's trenching regulations contain detailed appendices on soil types, and approved methods of sloping, shoring, and the use of shields. OSHA requires that one of these methods be used in all excavations and trenches five feet or more in depth to protect employees exposed to potential cave-ins. The "registered professional engineer" is free to choose the most practical design approach for each particular circumstance, but once the design has been selected, it must meet the required performance criteria.

Every year between 100 and 400 construction workers are killed by cave-ins. Seventy-nine percent of the deaths in trenches are in excavations 5 feet to 14 feet in depth. Lack of training and safe practices are the major reasons. Most workers, for example, are unaware that a cubic yard of earth (3'x3'x3') weighs about 3,000 lbs., or about as much as a pickup truck. The result is deaths and injuries from suffocation, crushing, loss of circulation, and falling objects. Safety training in this area should emphasize the unrecognized hazards of excavation and trenching work.


 
 
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TypeTitleDateState
Interpretations01/10/1994 - 1926 Subpart P - Soil classification.01/10/1994National
Interpretations01/10/2006 - 29 CFR 1926.651(i)(1); excavation operations. [1926.651(i)(1)]01/10/2006National
Interpretations01/16/03--Registered professional engineer approval requirements for manufactured trench protection systems deeper than 20 feet.10/30/2003National
Interpretations02/13/1992 - 1926 - Timber shoring for trenches02/13/1992National
Interpretations02/19/1993 - 1926.652 - Plywood as a substitute for meeting the standard.02/19/1993National
Directives02/20/1990 - CPL 2.87 - Inspection Procedures for Enforcing the Excavation Standard, 29 CFR l926, Subpart P07/22/2003National
Interpretations02/23/1994 - 1926.21(b)(2) - Safety procedures associated with the use of wheel or track propelled excavators.02/23/1994National
Interpretations03/10/1992 - 1926.652(b)(1)(i) - Classification of soils for providing protective systems in excavations.03/10/1992National
Interpretations03/23/1992 - 1926.651(h) - Construction standards addressing excavations.03/23/1992National
Interpretations03/28/1994 - 1926.652 - Safety Procedures During Gunite and Shotcrete Pool Construction.03/28/1994National
Interpretations04/01/1994 - Washington Inspection Procedures for Enforcing Excavation Standards.04/01/1994National
Interpretations04/05/1995 - 1926.652 - Whether or not organic rock, such as Miami oolite rock should be considered by OSHA as stable rock.04/05/1995National
Interpretations04/15/1992 - 1926.652 - Use of plywood for shoring and support systems in trenches and excavations.04/15/1992National
Interpretations04/18/1995 - Safety Procedures for Work Performed in House Foundation Excavations.04/18/1995National
Interpretations05/05/1992 - 1926.652 - Excavation standards relating to aluminum rail.05/05/1992National
Interpretations05/09/2006 - Whether the operator's cab of excavators must be equipped with seatbelts; §1926.602(a) and §1926.602(b). [1926.602; 1926.602(a); 1926.602(b)]05/09/2006National
Interpretations05/10/1995 - 1926.602 - OSHA standards addressing reverse signal alarms on excavators.05/10/1995National
Interpretations05/11/2004- Evaluation of the use of aluminum forms as an exit route from trench excavations.[1926.651; 1926.651(c)(2)]05/11/2004National
Interpretations05/21/1992 - 1926.652 - Design of protective systems for employees working in trenches.05/21/1992National
Interpretations05/21/1992 - 1926.652 - Design of Protective Systems in Trenches.05/21/1992National
Interpretations06/30/1995 - 1926.652 - Suspension of 29 CFR 1926.652 to House Foundation/Basement Excavations.06/30/1995National
Interpretations07/07/03--Acceptable methods to locate underground utility installations; evaluation of hydro-vacuum excavation.[1926.651; 1926.651(b)(2); 1926.651(b)(3)]10/30/2003National
Interpretations07/11/1995 - OSHA regulations for excavation safety - Goodlatte constituents.07/11/1995National
Interpretations07/11/1995 - OSHA regulations for excavation safety - Warner constituents.07/11/1995National
Interpretations07/16/1993 - 1926.652(a) - Minimum length that an excavation must be before a protective system is required.07/16/1993National
Interpretations08/05/1992 - 1926.651(k)(1) - Competent person responsibilities at excavations.08/05/1992National
Interpretations08/10/2000 - Trench shield must extend 18" above excavation walls when below grade.[1926.652(b); 1926.650; 1926.651(j)(2)]08/10/2000National
Interpretations09/07/1995 - 1926.652 - Concerns with the OSHA June 30 memorandum concerning the application of 29 CFR 1926.652 to house foundation/basement excavations.09/07/1995National
Directives09/19/1985 - CPL 2.69 - Special Emphasis: Trenching and Excavation07/18/2003National
Interpretations09/21/2001 - Clarification of utility "owner" as used in the Safety and Health Standards for Excavations, Underground Installations.[1926.651(b)(2); 1926.651(b); 1926.650; 1926.651; 1926.652]09/21/2001National
Interpretations10/17/2000 - Requirements to prevent trench collapse during sheet-pile operations.[1926.603(c)(3); 1916.652(b); 1926.651(j)]10/17/2000National
Interpretations10/23/2003 - Use of hydro-vacuum excavation equipment and other acceptable means to locate underground utility installions. [1926.651; 1926.651(b)(2); 1926.651(b)(3)] 10/23/2003National
Interpretations10/27/1992 - 1926 Subpart P - Requirements for MTD to identify registered professional engineers.10/27/1992National
Interpretations10/28/1993 - 1926 - The soil classification system.10/28/1993National
Interpretations11/14/2003 - Permissibility of installing a trench shield so that the top is flush with the surface.[1926.652; 1926.652(g)(1)(ii)] 11/14/2003National
Interpretations12/09/1993 - 1910.7(a) - Tunnel boring machine equipment.12/09/1993National
Interpretations12/19/2007 - Whether it is permissible for an employee to remain in a trench box when materials are being lowered into it by a backhoe. 12/19/2007National
Interpretations12/22/2003 - Registered professional engineer approval requirements for combination trench shield and sloping system trenches with a depth greater than 20 feet.[1926.650(b); 1926.652; 1926.652(a); 1926.652(b); 1926.652(b)(3); 1926.652(b)(4)]12/22/2003National
Regulations29 CFR § 1926 Appendix A to Subpart P Soil Classification National
Regulations29 CFR § 1926 Appendix B to Subpart P Sloping and Benching National
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