Excavation

Excavation Safety: OSHA Requirements Every Contractor Should Know

Cojo Team
March 6, 2026
9 min

Excavation Safety is Not Optional

Excavation and trenching are among the most hazardous construction operations. According to OSHA, cave-ins are the greatest risk, with the weight of collapsing soil capable of crushing and suffocating workers in seconds. An average of 40 workers die in trench collapses annually in the United States.

Whether you are a contractor performing excavation work or a property owner hiring one, understanding OSHA's excavation safety requirements is essential. Oregon OSHA (OR-OSHA) enforces standards that are at least as protective as federal OSHA, and in some cases more stringent.

OSHA Excavation Standards: 29 CFR 1926 Subpart P

OSHA's excavation standard (29 CFR 1926, Subpart P) establishes requirements for all open excavations in earth, including trenches. The standard covers:

  • General requirements for excavation operations
  • Specific excavation requirements
  • Protective system requirements based on soil classification
  • Competent person designation and duties

Key Definitions

Excavation: Any man-made cut, cavity, trench, or depression in the earth's surface formed by earth removal.

Trench: A narrow excavation where depth exceeds width, and width does not exceed 15 feet.

Cave-in: The movement of soil or rock into an excavation that could trap, bury, or injure a worker.

The Competent Person Requirement

Every excavation site must have a designated competent person. This is not just a title. OSHA defines specific responsibilities:

Competent Person Duties

  • Soil classification: Visually and manually classify soil at the excavation site
  • Protective system selection: Determine the appropriate sloping, shoring, or shielding based on soil type and depth
  • Daily inspections: Inspect the excavation before each shift, after rain, and whenever conditions change
  • Hazard identification: Recognize hazards including adjacent structures, surface water, underground utilities, and vibration sources
  • Authority to stop work: Must have the authority to immediately remove workers from the excavation when hazards are detected

The competent person must be on-site whenever workers are in the excavation, not available by phone or in a nearby trailer.

Soil Classification System

OSHA's soil classification system determines what protective measures are required. Soil is classified based on its cohesive strength and other characteristics.

| Classification | Unconfined Compressive Strength | Examples | Slope Ratio (Max) | |---|---|---|---| | Stable Rock | N/A | Solid granite, sandstone, limestone | Vertical (90 degrees) | | Type A | 1.5 TSF or greater | Hard clay, cemented soils | 3/4:1 (53 degrees) | | Type B | 0.5 to 1.5 TSF | Medium clay, silt, angular gravel | 1:1 (45 degrees) | | Type C | Less than 0.5 TSF | Soft clay, wet sand, gravel, submerged soil | 1.5:1 (34 degrees) |

Important for Oregon: Most Willamette Valley soils classify as Type B or Type C when wet. Clay soils that are Type A in dry conditions often degrade to Type B or C during Oregon's rainy season. The competent person must reclassify soil as conditions change.

Soil Testing Methods

The competent person uses two primary methods:

Visual tests:

  • Observe soil as it is excavated (does it clump or crumble?)
  • Check for cracks or fissures in the excavation walls
  • Look for water seepage or standing water
  • Identify layered soil systems (different soil types at different depths)
  • Note any previously disturbed soil

Manual tests:

  • Thumb penetration test: Press your thumb into a freshly exposed soil sample. If the thumb penetrates easily, it is Type C. If it penetrates with moderate effort, Type B. If it cannot penetrate, potentially Type A.
  • Ribbon test: Roll soil between your palms into a ribbon. Long, flexible ribbons indicate clay (potentially Type A). Short, crumbly ribbons indicate silt or sandy soil (Type B or C).
  • Dry strength test: Break a dried soil sample by hand. Hard to break suggests Type A. Easy to break suggests Type B or C.

Protective Systems

Sloping

Sloping involves cutting the excavation walls back at an angle to prevent collapse. The required angle depends on soil classification:

  • Type A: Maximum slope of 3/4:1 (for every 1 foot of depth, cut back 3/4 foot horizontally)
  • Type B: Maximum slope of 1:1 (equal depth and horizontal setback)
  • Type C: Maximum slope of 1.5:1 (for every 1 foot of depth, cut back 1.5 feet horizontally)

Practical impact: A 6-foot-deep trench in Type C soil requires sloping back 9 feet on each side, meaning the top of the excavation is 18 feet wider than the bottom. This requires significantly more excavation work and site space.

Shoring

Shoring systems support the excavation walls to prevent cave-in. Types include:

  • Timber shoring: Wood planks and cross braces (less common for deep excavations)
  • Aluminum hydraulic shoring: Adjustable aluminum struts with hydraulic cylinders
  • Pneumatic shoring: Air-pressurized systems for larger excavations

Shoring must be designed by a registered professional engineer or conform to OSHA tabulated data for the soil type and depth.

Shielding (Trench Boxes)

Trench boxes are prefabricated steel or aluminum structures placed in the trench to protect workers. They do not prevent cave-in; they protect workers if one occurs.

  • Must be rated for the depth and soil type
  • Must extend at least 18 inches above the bottom of the excavation where cave-in could occur
  • Workers must never work outside the shield
  • Shields must be moved as work progresses along the trench

Additional OSHA Requirements

Access and Egress

  • Trenches 4 feet or deeper must have a means of egress (ladder, ramp, or steps) within 25 feet of any worker
  • Ladders must extend at least 3 feet above the top of the trench

Utilities

  • Underground utilities must be located (call 811) before excavation begins
  • Utilities must be supported or removed before excavating below them
  • Equipment operators must maintain safe distances from overhead power lines

Water Accumulation

  • Workers must not enter excavations where water has accumulated unless protective measures are in place
  • Dewatering equipment must be monitored by a competent person
  • Diversion ditches, dikes, or other means must prevent surface water from entering the excavation

Spoil Piles

  • Excavated material (spoil) must be placed at least 2 feet from the edge of the excavation
  • Spoil piles must not block means of egress
  • Spoil piles must be sloped away from the excavation to prevent material from rolling back in

Adjacent Structures

  • Support systems must be provided for structures adjacent to the excavation (buildings, walls, sidewalks, pavements) that could be undermined
  • Shoring, bracing, or underpinning must be designed by a registered professional engineer when adjacent structures are at risk

Oregon-Specific Requirements

Oregon OSHA (OR-OSHA) adopts federal OSHA standards and adds state-specific requirements:

  • Oregon Administrative Rules (OAR) Division 3, Subdivision P: Oregon's excavation safety rules
  • Permit-required confined space: Some deep excavations may qualify as confined spaces under Oregon rules, requiring additional entry procedures
  • Wet weather protocols: Given Oregon's climate, OR-OSHA pays particular attention to excavation safety during the rainy season. Inspections of active excavations after rain are strictly enforced
  • Penalties: OR-OSHA penalties for willful violations of excavation safety standards can reach $156,259 per violation

Best Practices Beyond Minimum Compliance

Meeting OSHA minimums is required. Exceeding them is smart:

  1. Train all workers, not just the competent person, in excavation hazard recognition
  2. Assume the worst soil classification when conditions are ambiguous
  3. Install protective systems before workers enter, never after
  4. Keep emergency rescue equipment (harness, tripod, or ladder) readily available
  5. Document daily inspections in writing with date, time, conditions, and competent person signature
  6. Plan for rain in Oregon. If rain is forecast, shore or slope before it arrives, not after

What Property Owners Should Know

If you are hiring an excavation contractor for your project, verify:

  • They have a designated competent person on staff
  • They carry appropriate insurance and bonding
  • They can describe their protective system plan for your site
  • They have an excavation safety program in writing
  • They will call 811 before digging

Cojo maintains rigorous excavation safety standards that exceed OSHA minimums. Our crews are trained and equipped for safe excavation in all Oregon soil conditions.

Get a Free Quote

Tell us about your project and we'll get back to you within 24 hours.

Contact Cojo for safe, professional excavation services, or learn about our full range of services.

Related Articles

excavation

Understanding Cut and Fill in Site Grading

Learn how cut and fill earthwork shapes construction sites in Oregon. Understand the process, cost factors, soil balancing, and what it means for your project timeline.

CO
Cojo Team
Mar 6, 2026
10 min
excavation

Land Clearing Methods: Forestry Mulching vs. Traditional Bulldozing

Compare forestry mulching and traditional bulldozing for land clearing in Oregon. Learn the costs, environmental impact, timelines, and best use cases for each method.

CO
Cojo Team
Mar 6, 2026
9 min
excavation

GPS-Guided Excavation: How Technology Is Changing Site Work

Learn how GPS-guided excavation technology improves accuracy, reduces costs, and speeds up site work for Oregon construction projects along the I-5 corridor.

CO
Cojo Team
Mar 6, 2026
9 min

Ready to Start Your Project?

Get a free estimate for your paving, concrete, or excavation project today.