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Trenching and Shoring

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About 400 U.S. workers die in trench-related accidents each year. About 6,400 are seriously injured. Trenching and Shoring Goals. Hazards, soil, protective systems ... – PowerPoint PPT presentation

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Title: Trenching and Shoring


1
Trenching and Shoring
  • 29 CFR 1926.650

2
A Trenching Tragedy
  • Had a false sense of security
  • Knew they were out of compliance
  • Thought the soil was stable
  • Conditions changed overnight
  • A worker died

3
Trenching Statistics
  • About 400 U.S. workers die in trench-related
    accidents each year
  • About 6,400 are seriously injured

4
Trenching and Shoring Goals
  • Hazards, soil, protective systems
  • Safe work practices and hazard awareness

5
What Is a Trench?
  • A narrow excavationthat is deeper than it is
    wide
  • No more than 15 feet wide at bottom
  • Walls will eventually fail

6
What Is a Cave-in?
  • Soil or rock that suddenly falls or slides into
    an excavation
  • Sufficient quantity to entrap, bury, injure, or
    immobilize
  • Soil gravitates downward, pressure pushes soil
    inward toward the trench
  • Bottom third of wall typically fails first
  • Soil above the collapsed lower wall follows

7
Cave-in Injuries
  • Soil weighs 125 lbs. per cubic foot
  • A worker can be crushed by soil, rock, or an
    object
  • Suffocationeven if workers head is not
    buried, soil prevents chest expansion
  • Worker becomes immobilized by soils suction
    effect

8
Soil Classification
  • Grain size
  • Saturation
  • Cohesiveness
  • Unconfined compressive strength

9
Soil Types
  • Type A (most stable)dense and heavy clay
  • Type Bsilt, sandy loam, medium clay
  • Type C (least stable)gravel, loamy sand, soft
    clay

10
Sloping and Benching
  • Sloping angling of walls at an incline
  • Benching series of steps to angle walls
  • Soil type determines angle of slope/bench
  • Type A 3 feet horizontal to 4 feet vertical
    (3/41)
  • Type B 4 feet horizontal to 4 feet vertical
    (11)
  • Type C 6 feet horizontal to 4 feet vertical
    (1-1/21)
  • Benching not permitted for Type C soil

11
Shoring
  • Support walls designed to prevent cave-in
  • Usually built in place and designed by an
    engineer
  • Components include uprights (sheeting), wales,
    and cross braces

12
Shielding
  • Withstands forces of a cave-in and protects
    employees within
  • Permanent or portable
  • Trench boxes

13
Trench Boxes
  • Often designed to stack
  • Never use sheeting to extend the height
  • Can be used in conjunction with sloping and
    benching
  • No one permitted inside when being raised or
    lowered

14
Trenching and Shoring Goals
  • Hazards, soil, protective systems
  • Safe work practices and hazard awareness
  • Quiz

15
Excavation Inspections
  • Inspections conducted before work starts,
    throughout shift, after rainstorm
  • Excavations inspected for
  • Evidence of possible cave-ins
  • Indications of failure of protective systems
  • Potential hazardous atmosphere
  • If hazardous condition found, workers are
    removed

16
Signs of Soil Distress
  • Fissures or cracks on excavation face
  • Slumping of material from excavation face
  • Bulging or heaving of material at the bottom of
    excavation wall
  • Sinking of excavations edge
  • Ravelling, or small amounts of material (e.g.,
    pebbles) trickling into excavation

17
Conditions Causing Soil Distress
  • Nearby vibrating machinery
  • Nearby heavy, moving loads
  • Seeping water or rain
  • Hot, dry weather

18
Hazardous Atmospheres
  • Excavations near sewers, landfills, hazardous
    substances storage area
  • Test atmosphere when deeper than 4 feet
  • Ventilation or appropriate PPE
  • Rescue and emergency equipment

19
Falling Soil or Equipment
  • Protect workers from loose rock/soil that may
    fall from an excavation face
  • Use scaling to remove loose soil
  • Use protective barricades, such as shoring or
    shields
  • Protect workers from material or equipment that
    could fall into the excavation
  • Keep material/equipment 2 feet from edge
  • Use retaining devices

20
Adjacent Structures
  • Excavations might endanger stability of
    buildings, walls, other structures
  • Sidewalks, pavement not undermined unless
    supported to prevent collapse on excavation
    workers
  • Shoring, bracing, or underpinning used to ensure
    stability for employee protection

21
Water Accumulation
  • Never work in an excavation where water is
    accumulating without proper precautions
  • Special shoring or shield system
  • Water removal system
  • Use of safety harness and lifeline

22
Other Trenching Issues
  • Mark underground utilities
  • Stand away from lifting/digging equipment
  • Use warning systems or barricades
  • Use hard hats

23
Other Trenching Issues (cont.)
  • Trenches 4 feet deep or more must have exit means
    within 25 feet of every worker
  • Use fall protection
  • Do not work on sides of sloped or benched
    excavation above other workers
  • For parallel construction have a worker on top to
    watch excavation walls to warn trench workers of
    potential hazards

24
Trenching and Shoring Goals
  • Hazards, soil, protective systems
  • Safe work practices and hazard awareness

25
Summary
  • Cave-ins occur suddenly and can entrap, bury, or
    injure
  • Soils have varying stability that determines the
    appropriate protection
  • Always use protection systems
  • Be aware of signs of soil distress
  • Be aware of all the hazards associated with
    working around excavations
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