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OSHA Construction · Part 8

Excavations, Concrete and Masonry

How cave-ins, hazardous atmospheres and water are controlled in trenches and excavations, and the OSHA rules for formwork, reinforcing steel, concrete placing and masonry construction.

3 pages, about 6 minutes to read

Pages in this chapter (1 of 3)
Sloping or benchingCut the sides back to asafe angleAngle depends on thesoil typeShoringSupports hold the sidesHydraulic, mechanical ortimberShieldingA trench box inside thetrenchWorkers stay inside it
Figure 8.1 Three ways to protect a trench

8.1 Excavations

Cave-ins are the most dangerous trench and excavation hazard. Other hazards can also kill: asphyxiation in a confined space with too little oxygen, toxic fumes, flammable gases, falls, and water that collects and causes drowning.

TermMeaning
ExcavationA man-made cut, cavity, trench or depression formed by removing earth.
TrenchA narrow excavation below the surface in which the depth is greater than the width, and the width is not more than 15 feet.
ShoringA structure, such as a hydraulic, mechanical or timber system, that supports the sides of an excavation to prevent cave-ins.
ShieldA structure strong enough to resist a cave-in and protect workers inside it (often called a trench box).
SlopingCutting the sides of the excavation back at a specified angle.
Hazardous atmosphereOne that may cause death, illness or injury because it is explosive, flammable, poisonous, corrosive, oxidising, irritating, oxygen deficient, toxic or otherwise harmful.
Confined spaceA space with limited openings for entry and exit, poor natural ventilation, that may contain or produce hazardous substances, and is not meant for continuous occupancy.

Scope and exemptions

The standard applies to all man-made open excavations in the earth's surface, and trenches are excavations by definition. House foundation and basement excavations are exempt from the protective system requirements if they are less than 7 and a half feet deep, or are benched at least 2 feet horizontally for every 5 feet or less of vertical height, and the horizontal width at the bottom is as wide as practicable and not less than 2 feet, and there is no water, surface tension crack or other condition that reduces stability.

Protective systems

Every excavation 5 feet deep or more needs a protective system, unless the excavation is made entirely in stable rock. Trenches less than 5 feet deep need one too if a competent person decides that there is a hazard of cave-in. The three kinds of system are:

  1. Sloping or benching the sides to a safe angle.
  2. Shoring, with supports against the sides.
  3. Shielding, with a trench box.

The right choice depends on the soil, which a competent person classifies: stable rock, Type A, Type B or Type C (the least stable). For example, the maximum allowable slope for a simple slope in Type A soil is three quarters of a foot horizontal to one foot vertical, in Type B one to one, and in Type C one and a half to one. Use the tables in the standard, and have the competent person confirm the soil type.

Page 1 of 3 in this chapter · page 22 of 29 in the book

A study aid, not published or endorsed by IOSH or OSHA. Laws and limits differ between countries.

Written by Imran Qureshi (NEBOSH)