Thanks to the Susan Harwood Program Grant - PowerPoint PPT Presentation

1 / 95
About This Presentation
Title:

Thanks to the Susan Harwood Program Grant

Description:

Thanks to the Susan Harwood Program Grant Slide caption: It s about dying, but it doesn t have to be. Slide photo: Man buried up to his neck in dirt. – PowerPoint PPT presentation

Number of Views:123
Avg rating:3.0/5.0
Slides: 96
Provided by: camp256
Category:

less

Transcript and Presenter's Notes

Title: Thanks to the Susan Harwood Program Grant


1
Thanks to the Susan Harwood Program Grant
2
Excavation Safety Competent Person Training
Program Part 1
3
(No Transcript)
4
(No Transcript)
5
(No Transcript)
6
(No Transcript)
7
(No Transcript)
8
(No Transcript)
9
OSHA Standard 29 CFR 1926.650-652 Subpart P
OSHA is the Occupational Safety and Health
Administration, which is an agency within the
Federal Department of Labor. They are charged
with promulgating and enforcing workplace safety
regulations, which are found in Title 29 of the
Code of Federal Regulations, which is the Labor
title. Part 1926 contains the regulations for the
Construction Industry. Sections 650-652 contain
the Excavation regulations, which are also known
as Subpart P.
10
OSHA Standard 29 CFR 1926.650-652 Subpart P
OSHA is the Occupational Safety and Health
Administration, which is an agency within the
Federal Department of Labor. They are charged
with promulgating and enforcing workplace safety
regulations, which are found in Title 29 of the
Code of Federal Regulations, which is the Labor
title. Part 1926 contains the regulations for the
Construction Industry. Sections 650-652 contain
the Excavation regulations, which are also known
as Subpart P.
11
OSHA Standard 29 CFR 1926.650-652 Subpart P
OSHA is the Occupational Safety and Health
Administration, which is an agency within the
Federal Department of Labor. They are charged
with promulgating and enforcing workplace safety
regulations, which are found in Title 29 of the
Code of Federal Regulations, which is the Labor
title. Part 1926 contains the regulations for the
Construction Industry. Sections 650-652 contain
the Excavation regulations, which are also known
as Subpart P.
12
OSHA Standard 29 CFR 1926.650-652 Subpart P
OSHA is the Occupational Safety and Health
Administration, which is an agency within the
Federal Department of Labor. They are charged
with promulgating and enforcing workplace safety
regulations, which are found in Title 29 of the
Code of Federal Regulations, which is the Labor
title. Part 1926 contains the regulations for the
Construction Industry. Sections 650-652 contain
the Excavation regulations, which are also known
as Subpart P.
13
(No Transcript)
14
(No Transcript)
15
(No Transcript)
16
(No Transcript)
17
(No Transcript)
18
(No Transcript)
19
(No Transcript)
20
(No Transcript)
21
Training Requirements for the Competent Person
In the preamble to the Standard, OSHA says that,
for the purposes of this standard, one must
have had specific training in and be
knowledgeable about soils analysis, the use of
protective systems, and the requirements of the
standard. One who does not have such training or
knowledge cannot possibly be capable of
recognizing existing and predictable hazards in
excavation work or taking prompt corrective
measures.
22
Training Requirements for the Competent Person
In the preamble to the Standard, OSHA says that,
for the purposes of this standard, one must
have had specific training in and be
knowledgeable about soils analysis, the use of
protective systems, and the requirements of the
standard. One who does not have such training or
knowledge cannot possibly be capable of
recognizing existing and predictable hazards in
excavation work or taking prompt corrective
measures.
23
(No Transcript)
24
Specific Responsibilities of the Competent Person
  • Conduct tests for soil classification.
  • Understand standards and any data
  • provided.
  • Determine proper protective system.
  • Recognize and reclassify soil after changes
  • in conditions.
  • Determine whether damage to excavation
  • safety equipment renders it unusable.

25
Specific Responsibilities of the Competent Person
  • Conduct tests for soil classification.
  • Understand standards and any data
  • provided.
  • Determine proper protective system.
  • Recognize and reclassify soil after changes
  • in conditions.
  • Determine whether damage to excavation
  • safety equipment renders it unusable.

26
Specific Responsibilities of the Competent Person
  • Conduct tests for soil classification.
  • Understand standards and any data
  • provided.
  • Determine proper protective system.
  • Recognize and reclassify soil after changes
  • in conditions.
  • Determine whether damage to excavation
  • safety equipment renders it unusable.

27
Specific Responsibilities of the Competent Person
  • Conduct tests for soil classification.
  • Understand standards and any data
  • provided.
  • Determine proper protective system.
  • Recognize and reclassify soil after changes
  • in conditions.
  • Determine whether damage to excavation
  • safety equipment renders it unusable.

28
Specific Responsibilities of the Competent Person
  • Conduct tests for soil classification.
  • Understand standards and any data
  • provided.
  • Determine proper protective system.
  • Recognize and reclassify soil after changes
  • in conditions.
  • Determine whether damage to excavation
  • safety equipment renders it unusable.

29
Specific Responsibilities of the Competent Person
(cont.)
  • Design of structural ramps.
  • Location of underground installations/utilities.
  • Monitor water removal equipment and
  • operation.
  • Perform daily inspections.
  • Determine the necessity for a protective
  • system if less than 5 feet deep.

30
Specific Responsibilities of the Competent Person
(cont.)
  • Design of structural ramps.
  • Location of underground installations/utilities.
  • Monitor water removal equipment and
  • operation.
  • Perform daily inspections.
  • Determine the necessity for a protective
  • system if less than 5 feet deep.

31
Specific Responsibilities of the Competent Person
(cont.)
  • Design of structural ramps.
  • Location of underground installations/utilities.
  • Monitor water removal equipment and
  • operation.
  • Perform daily inspections.
  • Determine the necessity for a protective
  • system if less than 5 feet deep.

32
Specific Responsibilities of the Competent Person
(cont.)
  • Design of structural ramps.
  • Location of underground installations/utilities.
  • Monitor water removal equipment and
  • operation.
  • Perform daily inspections.
  • Determine the necessity for a protective
  • system if less than 5 feet deep.

33
Specific Responsibilities of the Competent Person
(cont.)
  • Design of structural ramps.
  • Location of underground installations/utilities.
  • Monitor water removal equipment and
  • operation.
  • Perform daily inspections.
  • Determine the necessity for a protective
  • system if less than 5 feet deep.

34
(No Transcript)
35
Options of the Competent Person
  • 1. Use the OSHA Standard for guidance with
  • Sloping
  • Shoring with timber or aluminum hydraulic
    shoring
  • Shielding
  • 2. Use a Registered Professional Engineer
  • to provide
  • Tabulated data
  • Manufacturers tabulated data
  • A site specific design
  • (must be registered in the state where the
    work is being done.)

36
Options of the Competent Person
  • 1. Use the OSHA Standard for guidance with
  • Sloping
  • Shoring with timber or aluminum hydraulic
    shoring
  • Shielding
  • 2. Use a Registered Professional Engineer
  • to provide
  • Tabulated data
  • Manufacturers tabulated data
  • A site specific design
  • (must be registered in the state where the
    work is being done.)

37
Registered Professional Engineers must be used if
  • The excavation is deeper than 20 feet.
  • An alternate system (such as sheet piling)
  • that the Standard does not provide guidance
  • for is used.
  • If the excavator is at variance with the
  • Standard (i.e. doing less than the Standard
  • requires).
  • Note OSHA expects that the engineer will be
    registered in a related area such as a civil,
    mechanical, geotechnical, or architectural
    engineer.

38
Registered Professional Engineers must be used if
  • The excavation is deeper than 20 feet.
  • An alternate system (such as sheet piling)
  • that the Standard does not provide guidance
  • for is used.
  • If the excavator is at variance with the
  • Standard (i.e. doing less than the Standard
  • requires).
  • Note OSHA expects that the engineer will be
    registered in a related area such as a civil,
    mechanical, geotechnical, or architectural
    engineer.

39
Registered Professional Engineers must be used if
  • The excavation is deeper than 20 feet.
  • An alternate system (such as sheet piling)
  • that the Standard does not provide guidance
  • for is used.
  • If the excavator is at variance with the
  • Standard (i.e. doing less than the Standard
  • requires).
  • Note OSHA expects that the engineer will be
    registered in a related area such as a civil,
    mechanical, geotechnical, or architectural
    engineer.

40
Registered Professional Engineers must be used if
  • The excavation is deeper than 20 feet.
  • An alternate system (such as sheet piling)
  • that the Standard does not provide guidance
  • for is used.
  • If the excavator is at variance with the
  • Standard (i.e. doing less than the Standard
  • requires).
  • Note OSHA expects that the engineer will be
    registered in a related area such as a civil,
    mechanical, geotechnical, or architectural
    engineer.

41
(No Transcript)
42
(No Transcript)
43
(No Transcript)
44
(No Transcript)
45
(No Transcript)
46
(No Transcript)
47
(No Transcript)
48
(No Transcript)
49
(No Transcript)
50
(No Transcript)
51
(No Transcript)
52
(No Transcript)
53
(No Transcript)
54
(No Transcript)
55
(No Transcript)
56
(No Transcript)
57
(No Transcript)
58
(No Transcript)
59
Fallout Effect of Fractured Rock
Fracture planes may cause rocks to slide into
excavation
60
(No Transcript)
61
(No Transcript)
62
(No Transcript)
63
(No Transcript)
64
(No Transcript)
65
(No Transcript)
66
(No Transcript)
67
(No Transcript)
68
(No Transcript)
69
(No Transcript)
70
(No Transcript)
71
(No Transcript)
72
(No Transcript)
73
(No Transcript)
74
Cohesive Clay
75
(No Transcript)
76
(No Transcript)
77
(No Transcript)
78
(No Transcript)
79
(No Transcript)
80
(No Transcript)
81
(No Transcript)
82
(No Transcript)
83
(No Transcript)
84
(No Transcript)
85
Editorial Note While OSHA provides this single
definition for a Type B granular soil, we
suggest that the competent person treat all
granular soil as Type C.
86
(No Transcript)
87
(No Transcript)
88
(No Transcript)
89
(No Transcript)
90
(No Transcript)
91
(No Transcript)
92
(No Transcript)
93
(No Transcript)
94
(No Transcript)
95
This material was produced under Susan Harwood
Program grant number HT-16580-07-60-F-48 from the
Occupational Safety and Health Administration,
U.S. Department of Labor. It does not necessarily
reflect the views or policies of the U.S.
Department of Labor, nor does mention of trade
names, commercial products, or organizations
imply endorsement by the U.S. Government.
Write a Comment
User Comments (0)
About PowerShow.com