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Trenching and Excavation

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Trench Cave-Ins. The leader in prosecutions of contractors for criminally negligent homicides. ... Must be able to identify hazards (the potential for a cave-in) ... – PowerPoint PPT presentation

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Title: Trenching and Excavation


1
Trenching and Excavation
  • Subpart P

2
Behold, the trench. No wider than 15 feet.
Otherwise, it is an excavation.
3
Trench Cave-In Fatalities
  • A Major Killer in Construction
  • At least 50 fatalities per year, probably closer
    to 100.

4
Trench Cave-Ins
  • The leader in prosecutions of contractors for
    criminally negligent homicides. Also involuntary
    manslaughter.
  • Significant OSHA fines associated with trench
    cave-ins
  • Average Fine 5,124

5
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6
Competent Person
  • Must be able to identify hazards (the potential
    for a cave-in)
  • Must have the authority to take appropriate
    corrective actions

7
Responsibilities of the Competent Person
  • Recognize confined space hazards
  • Specify any safety controls needed
  • Oversee all tasks being performed
  • Remove any workers not protected
  • Remain present during excavation
  • Observe protection being installed
  • Remain present when workers in trench

8
Duties of Competent Person
  • Pre-inspect site and develop safety plan
  • Design access for employees equipment
  • Determine soil conditions
  • Select protection system
  • Monitor environmental conditions
  • Communicate and inspect for worker safety

9
Reclassification of Soil
  • Recognize that soil types can change quickly.
  • Evaluate soil conditions periodically
  • If soil appears to be different, evaluate it
  • Reclassify the soil if appropriate

10
Be Vigilant with Inspections
  • Prior to beginning work each day
  • During work - as needed
  • After a rainstorm or other natural change
  • When conditions exist that might contribute to
    trench cave-ins

11
Confined Space Concerns
  • A means of egress shall be provided so the
    horizontal distance does not exceed 25 feet
  • The atmosphere is oxygen deficient when the air
    contains less than 19.5 oxygen.

50
12
No protection is needed in a trench when
  • Material is solid rock
  • Trench is less than 5 feet deep
  • and
  • competent person determines that there is no
    indication of a potential cave-in

13
Things to Consider
  • Surface Encumbrances
  • Underground Installations
  • Access and egress
  • Hazardous atmospheres
  • Water accumulation
  • Stability of adjacent structures
  • Fall protection
  • Protection from falling objects
  • Inspections

14
Factors That Make Trench Walls Unstable
  • Water
  • Surcharge Loads and Other Loads
  • Vibrations
  • Previously Disturbed (Existing Utilities)
  • Clay Seams
  • Frozen Soil
  • Lack of Soil Support
  • Excavations under Structures

15
Trench Wall Strength is Deceptive
16
Conditions that Contribute to Cave-Ins
17
Signs of Potential Trench Wall Collapse
18
Adequate Slope?
19
Adequate Slope?
20
When must a P.E. be Consulted?
  • Trenches over 20 feet deep
  • Specially designed support systems
  • When excavating near other structures
  • Standard protection methods will not work
  • Consider other conditions where a P.E. might be
    needed.

21
Workers exposed to vehicular traffic
  • Flaggers shall be provided and they shall wear
    warning vests or other garments made of
    reflectorized or high visibility material

22
What is the weight of soil?
  • It will vary with the type of material and the
    amount of water being contained, but it is in the
    general vicinity of about 100 pounds per cubic
    foot.
  • Most soils are 2,000 to 3,000 pounds per CY

1 Cubic Yard
23
Type A Soil
  • Cohesive soil
  • 1.5 ton per square foot or greater (unconfined
    compressive strength)
  • but not fissured,
  • not subject to vibration,
  • not previously disturbed,
  • not part of a sloped layer
  • no other conditions to weaken its strength

24
Type B Soil
  • Cohesive soil
  • Between .5 1.5 ton per square foot
  • (unconfined compressive strength)

25
Type C Soil
  • Cohesive soil
  • Less than .5 ton per square foot
  • (unconfined compressive strength)
  • Gravel, sand and loamy sand
  • Submerged soil or soil with seeping water
  • Layered soil with angle of 4H to 1V

26
Means of Protection in Trenches
  • Sloping the trench walls
  • Trench Boxes
  • Shoring System

27
A 3/4H1V B 1H1V C 1.5H1V
20 max.
28
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29
Ladder Access and Egress
24 Max.
30
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35
Trench Box Available But Not Used!!!!
36
Trench Box Available But Not Used!!!! 9
This is Stupid
This is Stupid
37
Trench Box Too High Above the Trench Bottom
38
Trench Box Too High Above the Trench Bottom 7
2 feet (max)
39
Trench Box Set Too Low!!!!
40
Trench Box Set Too Low!!!! 13
41
Venturing Out of the Protection of Trench Box
42
Venturing Out of the Protection of Trench Box
25
43
Safe Inside the Trench Box
44
Struck by Excavator Bucket 10
45
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46
Struck by Materials Falling into Trench Box 7
47
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49
Trench Shoring
  • Little evidence that shoring practices are
    inadequate.
  • Some dont shore when they should.
  • Recognition of when shoring is needed is a
    problem.

50
Trenching Safety is Very Important
  • Avoid Mistakes
  • Dont Bury Them

51
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