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DOL LogoThe 100 Most Frequently Cited OSHA Construction Standards in 1991: A Guide for the Abatement of the Top 25 Associated Physical Hazards
U.S. Department of Labor
Occupational Safety and Health Administration

March 1995 (Reprinted)
100 Most Frequently Cited OSHA Construction Standards in 1991
PUBLICATION DISCLAIMER
OSHA's 100 Most Frequently Cited Standards:


The information contained in this document was correct at the time of publication in 1991. Several standards have changed since that time. The current standards may be viewed by selecting this hyperlink: http://www.osha.gov/pls/oshaweb/owastand.display_standard_group?p_toc_level=1&p_part_number=1926

There have been technological advances in safety equipment, and some of the acceptable abatement methods indicated are no longer the safest means to protect the worker. The current standards (link to standards) and Interpretations (http://www.osha.gov/pls/oshaweb/owasrch.search_form?p_doc_type=INTERPRETATIONS&p_toc_level=0&p_keyvalue=) will assist you in determining the best examples to use for your training.

Material contained in this publication is in the public domain and may be reproduced, fully or partially, without permission of the Federal Government. Source credit is requested but not required.

The information contained in this publication is not considered a substitute for any provisions of the Occupational Safety and Health Act of 1970 or for any standards issued by OSHA.

This report was written by
Michael L. Marshall,
   Civil Engineer
Charles Handesty,
   Construction Safety Specialist

This information will be made available to sensory impaired individuals upon, request. Voice phone: (202)219-8644; TDD message referral phone: 1-800-326-2577
The 100 Most Frequently Cited OSHAConstruction Standards in1991: A Guidefor the Abatement of the Top 25Associated Physical Hazards

U.S. Department of Labor
Robert B. Reich, Secretary

Occupational Safety and Health Administration
Joseph A. Dear, Assistant Secretary

Office of Construction and Engineering
Bruce Swanson, Director

March 1995 (Reprinted)

For sale by the U.S. Government Printing Office
Superintendent of Documents, Mail Stop: SSOP, Washington, DC 20402-9328
ISBN 0-16-048011-6

TABLE OF CONTENTS

ACKNOWLEDGEMENT
ABSTRACT
SIMPLIFIED FLOW CHARTS OF CONTENTS OF REPORT
   1.0 INTRODUCTION
   2.0 THE 100 MOST FREQUENTLY CITED OSHA CONSTRUCTION STANDARDS
   3.0 100 MOST CITED PHYSICAL LIST
   4.0 FORMAT AND USE OF GUIDE
         4.1 USE OF GUIDE
         4.2 FORMAT
   5.0 GUIDE FOR THE ABATEMENT OF TH E TOP 25 MOST CITED PHYSICAL HAZARDS
        5.1 THE TOP 25 GUIDE SHEETS
         5.2 CONSTRUCTION SPECIFICATIONS FOR GUARDRAILS AND TOEBOARDS
        5.3 REFERENCES
INDEX

LIST OF FIGURES AND TABLES

FIGURE 1-1 EMPLOYER'S SAFETY AND HEALTH PROGRAM
TABLE 2-1 100 MOST CITED CONSTRUCTION STANDARDS IN AND THEIR RELATIVE RANKING TO 1991
TABLE 2-2 THE MOST CITED CONSTRUCTION STANDARDS IN 1991 BY PERCENTAGE OF TOTAL VIOLATIONS
FIGURE 2-1 FREQUENCY OF PROGRAMMATIC VS. PHYSICAL VIOLATIONS: 100 MOST CITED VIOLATIONS IN 1991
FIGURE 2-2 DISTRIBUTION OF THE 100 MOSWT FREQUENTLY CITED STANDARDS BY SUBPART
TABLE 3-1 LIST OF THE 100 MOST FREQUENTLY CITED OSHA CONSTRUCTION STANDARDS RELATED TO PHYSICAL HAZRDS IN 1991
TABLE 3-2 GROUPING BY SUBMECT OF 100 MOST CITED PHYSICAL STANDARDS
TABLE 3-3 COMBINED STANDARDS BY SUBJECT MATTER FROM THE LIST OF 100 PHYSICAL STANDARDS IN 1991
TABLE 5.2-1 MINIMUM SPECIFICATIONS FOR GUARDRAIL SYSTEMS
TABLE 5.2-2 MINIMUM SPECIFICATIONS FOR TOEBOARDS

ACKNOWLEDGEMENTS

Staff from the OSHA National Office provided assistance in preparing this report. The following directors and their staffs provided information, review and comments for the report: Roy Gurnham from the Office of Construction and Maritime Compliance Assistance; Gerald Reidy from the Office of Construction and Civil Engineering Safety Standards; and Joseph Pipkin from the Office of Electrical and Electronic Engineering Safety Standards. The Office of Information and Consumer Affairs, Jim Foster, Director, Jim Blackmon and Sue Fleming provided editorial review and production assistance. Charles Culver, Director and Fred Anderson, Deputy Director from the Office of Construction and Engineering (OCE) provided direction and input for the report. Eugene Simms, Cooperative Education Student (OCE) spent considerable amount of time and effort tabulating data and developing computer graphic charts and tables.

Cathleen Cronin of the OSHA Training Institute provided direction and access to photographs, slides and documents which were used in this report. Manny Ypsilantes and Donovan Grentz provided information, photographs, review and comments for the report.

The following OSHA field personnel provided information, review and comments for the report: William Burke, Assistant Area Director, Region VI - Dallas, TX Area Office; Robert Holmes, Area Director and Mike Partin, Assistant Area Director, Region VI - Baton Rouge, LA, Area Office; Mirth A. Deshler, Safety Specialist, Region VIII - Denver, CO, Area Office; Brian Hennessy and Bob Chadwick, Safety Specialists, Region IV- Tampa, FL, Area Office.

The following individuals and organizations provided photographs for the report: Larry Falk, Area Director, OSHA, Tampa, FL, Area Office; Anthony Solano, Administrator, Construction and General Laborers, District Council of Chicago and Vicinity Training Facility, Carol Stream, IL; Carl Jones, Apprenticeship Director, Florida West Coast Carpenters (J.A.T.C.), Tampa, FL; Safeway Steel Products; and the Scaffolding, Shoring and Forming Institute.

ABSTRACT

This report is intended to help employers and employees identify and correct hazards related to the most frequently cited OSHA standards found on construction sites throughout the United States. The report also is designed as a resource document for OSHA field personnel. The 100 most cited construction standards for 1991 are presented in the report. The standards cited were checked against similar citations for the years 1987 thru 1990. The relative rankings of the standards cited are similar, affected mostly as a result of the incorporation of new standards. The list was compiled from the OSHA Integrated Management Information System (IMIS). It includes citations by Federal OSHA in the 27 Federal Plan States for employers engaged in construction activities defined by Standard Industrial Classifications (SIC) 15, 16, 17. Citations issued by states operating OSHA approved state plans are not included. A listing of the 100 most cited construction standards related to physical conditions on job sites also is included. This second list does not include citations for so called"paperwork" requirements such as the hazard communications standard ([29 CFR] 1926.59) and safety training and education (1926.21) but does include citations for standards such as hard hats (1926.100), guards for open sided floors (1926.500), etc. The report also examines in detail the top 25 construction hazards relating to physical conditions. Information on the 25 standards includes, among other things: 1) citation and text of the standards; 2) intent and application of the standard; 3) hazards associated with the standard; 4) example case histories related to the standard; 5) suggested abatement of hazardous conditions related to the standard; and 6) additional source materials including interpretation, compliance directives, industry standards, etc., which may aid in the compliance with a given standard.

Keywords: 100 Most Cited; OSHA Standards; Cited Standards; Physical Hazards; Hazard Abatement; Most Cited Construction Standards

Simplified flow chart of contents of report

1.0 INTRODUCTION

Fatalities and injuries due to accidents continue to beseige the construction industry. In an effort to help employers, employees and OSHA compliance personnel (CSHO's) identify hazards that are causing accidents, OSHA has compiled listings in this report of the 100 Most Cited Standards in the construction industry. The purposes of the report are to: 1) identify the hazards causing accidents that are associated with the most frequently cited OSHA construction standards; 2) educate the employer, employee and CSHO on hazards found on construction sites and to offer suggestions for eliminating, controlling or mitigating the hazards; 3) notify employers of the types of violations on construction sites that OSHA personnel find most frequently; and 4) provide information in a format that would be readily useable for safety talks, tool box meetings, etc.

The first part of this report contains two lists:

The first list includes the 100 most frequently cited construction standards. The second list of 100 covers only those citations for standards related to physical conditions on a job site. This list does not include citations for so called "paperwork" requirements such as the hazard communications standard (Code of Federal Regulations - Title 29 [CFR 29], 1926.59)and safety training and education (1926.21) but does include citations for standards such as hard hats (1926.100), guards for open sided floors (1926.500), etc. The report refers to the first list as the 100 Most Cited List and the second list as the 100 Most Cited Physical List.

The second part of this report (Chapters 4 and 5) focuses on the top 25 construction hazards from the 100 Most Cited Physical List and serves as a guide to the elimination, control and or mitigation of the physical hazards addressed by the standards cited.

The most cited lists were compiled from the OSHA Integrated Management Information System (IMIS). The IMIS system contains, among other information, a record of all the citations that were issued for each inspection conducted. The lists were generated using 1991 calendar year data for citations issued to employers in the Standard Industrial Classification (SIC) 15, 16, and 17, for construction. Data also are presented for a five-year period that show that the most cited standards tend to be consistent over a period of years with the rankings altered mostly by the addition of new standards. The data used in this report were drawn from the 27 Federal plan states. Data for states operating OSHA approved state plans are not included.

The 100 Most Cited List contains standards related to both physical and programmatic requirements. For this report a programmatic standard means a standard that could not be identified as the primary physical cause of an accident, but had the programmatic elements been in place and fully implemented might have precluded the hazardous condition(s) that led to the accident from ever existing. Programmatic standards are usually educational or information based such as Hazard Communication standards, recordkeeping requirements, OSHA poster, general safety/health training requirements, or written programs such as respirator, fire prevention plans, etc.

Although this report emphasizes physical hazards and hazard abatement, it cannot be emphasized strongly enough, however, that a complete and effective safety and health program must contain all the programmatic elements as well as the elements which address physical hazards. The elements of a thorough and effective jobsite safety program are listed in FIGURE 1-1 (see page 4).

If hazards addressed by the 100 Most Cited Lists do not exist on a particular site one should not conclude that there are no other hazardous conditions that might contribute to an accident. To the contrary, OSHA recognizes that a large percentage of accidents occur due to hazardous conditions that are not covered by specific standards. OSHA standards are only minimum requirements to run a safe and healthful construction site. Therefore, all parties involved with a site must continually identify all hazardous conditions, whether addressed by OSHA standards or not, to achieve a safe and healthful work site.

The 100 Most Cited Physical List ranks the most frequently cited standards that constitute actual physical hazards. This list consists of 78 standards included in the 100 Most Cited List (22 standards from the 100 Most Cited List were programmatic) and 22 other identified physical hazards. Much of the emphasis in this report is placed on controlling physical hazards. A physical hazard is defined in this document as a hazard that can be eliminated, controlled and/or mitigated by: 1) using some type of hardware, i.e. guard rails to prevent falls, body belt/harness-lanyard-lifeline to mitigate the effects of a fall, flash arrestors in safety cans to prevent a fire/explosion, a fire extinguisher to control or mitigate the effects of an incipient stage fire; or 2) a specific inspection protocol designed to identify defects which can lead to accidents such as the monthly inspections of critical items of crawler, locomotive and truck cranes prescribed by 29 CFR 1926.550(b)(2). A physical hazard can directly cause an accident; conversely, a programmaticviolation would not have a direct physical linkage to the direct or primary cause of an accident.

The GUIDEin the second part of the report provides detailed information for the first 25 standards on the 100 Most Cited Physical List. The GUIDE's format lends itself to safety meetings, tool box talks, etc. Chapter 4 (see page 27) describes the GUIDE,its format and use. The GUIDE itself can be found in Chapter 5 (see page 31).

Twenty-five physical standards were chosen for the GUIDE because all other individual standards were cited less than 0.5 percent of the total number (approximately 62,000) of citations issued to construction contractors in 1991. Citations associated with the 25th Most Cited Physical Standard, for example, account for only one-half of one percent of all construction violations.


FIGURE 1-1
EMPLOYER'S SAFETY AND HEALTH PROGRAM 1291
  1. Management's Commitment and Leadership
    1. Policy statement: goals established, issued, and communicated to employees.
    2. Program revised annually.
    3. Participation in safety meetings, inspections; agenda items in meetings.
    4. Commitment of resources is adequate.
    5. Safety rules and procedures incorporated into site operations.
    6. Management observes safety rules.
  2. Assignment of Responsibility
    1. Safety designee on-site, knowledgeable and accountable.
    2. Supervisors (including foreman) safety and health responsibilities understood.
    3. Employees adhere to safety rules.
  3. Identification and Control of Hazards
    1. Periodic site safety inspection program involves supervisors.
    2. Preventive controls in-place (PPE, maintenance, engineering controls).
    3. Action taken to address hazards.
    4. Safety committee, where appropriate.
    5. Technical references available.
    6. Enforcement procedures by management.
  4. Training and Education
    1. Supervisors receive basic training.
    2. Specialized training taken where needed.
    3. Employee training program exists, is on-going and is effective.
  5. Recordkeeping and Hazard Analysis
    1. Records maintained of employees illnesses/injuries and posted.
    2. Supervisors perform accident investigations, determine causes and propose corrective action.
    3. Injuries, near misses and illnesses are evaluated for trends, similar causes; corrective action initiated.
  6. First Aid and Medical Assistance
    1. First-aid supplies and medical services available.
    2. Employees informed of medical results.
    3. Emergency procedures and training where necessary.

2.0 THE 100 MOST FREQUENTLY CITED OSHA CONSTRUCTION STANDARDS

The following section lists the construction standards most frequently cited in 1991. The information is presented in list form which will be referred to as the 100 Most Cited List. Table 2-1 (see page 7) list the 100 Most Cited Construction Standards in 1991. This table also ranks these standards relative to 1991 for the years 1987 thru 1990. The 100 Most Cited List gives a ranking from the first most frequently cited construction standard to the 100th most cited and provides the standard number, a brief description and its ranking for 1991 relative to the years 1987-1990. The 100 Most Cited list contains standards that are related to both physical and programmatic requirements. A programmatic requirement, for this list, means a standard that could not be identified as the primary physical cause of an accident. Programmatic elements supplement physical hazard standards and if they are fully implemented, may prevent hazardous condition(s) that lead to accidents. Programmatic standards are usually educational or information based and cover injury and illness recordkeeping requirements, Hazard Communication requirements, etc.

No in-depth analysis was conducted to determine the reason(s) for any changes in a standard's rankings in the earlier years. However, the biggest factor for change appears to be the implementation of new standards. For example, the Hazard Communication Standard was not enforced in construction because of legal proceedings until March 1989. The immediate result was that three provisions of the Hazard Communication Standard were ranked #1, #2 & #3 in the 100 Most Cited List starting in 1989. This pattern is consistent for other implemented standards during this period. Generally, except for the new standards previously mentioned, the ranking of the individual standards did not significantly change during the five-year period.

Another list related to the 100 Most Cited List is presented in Table 2-2 (see page 12), which lists the percentage of the total number of (approximately 62,000 violations) cited under each of these standards in 1991.

A chart illustrates the number of PHYSICAL standards vs. the number of PROGRAMMATIC standards cited in the 100 Most Cited List, (see Figure 2-1, page 14). The relatively high number o
programmatic violations (22%) might be an indicator of several things such as: 1) a higher degree of noncompliance with the programmatic requirements that are mostly performance oriented; 2) a larger emphasis by CSHO's on programmatic violations; or 3) a higher degree of compliance with specification standards that are mostly addressed by the physical standards. Consequently, the potential number of specification type violations might be fewer on jobsites.

Another chart illustrates from which Subpart, i.e. Subpart N, O, X, etc. each of the standards from the 100 Most Cited List originates, (see Figure 2-2, page 15). This chart directs and assists those who know which Subparts of the standards are the most applicable to his/her operation. With the specific Subparts, the numbers listed for the Subparts of interest can be cross-referenced with the 100 Most Cited List to find the requirements that relate to the operation.


TABLE 2-1
100 MOST CITED CONSTRUCTION STANDARDS AND THEIR RELATIVE RANKING TO 1991

STANDARDS
[1926 UNLESS NOTED]
DESCRIPTION RELATIVE RANKING TO 1991
YEARS
1991 1990 1989 1988 1987
59(e)(1) WRITTTEN HAZ. COMM. PROGRAM 1 1 1 **(1) **
59(h) EMPLOYEE TRAINING ­ HAZ. COMM. 2 2 2 **(1) **
59(g)(1) MSDS FOR HAZ. CHEMICALS 3 3 3 **(1) **
1903.2(a)(1) OSHA POSTER 4 4 4 1 2
59(g)(8) ACCESSIBLE COPIES OF MSDS 5 5 12 **(1) **
21(b)(2) SAFETY TRAINING/RECOGNITION OF UNSAFE CONDITIONS 6 7 10 3 6
500(d)(1) GUARDING OPEN SIDED FLOORS 7 8 8 5 4
100(a) HEAD PROTECTION 8 10 7 6 5
404(b)(1)(i) GROUND FAULT PROTECTION 9 6 5 2 1
404(f)(6) ELECTRICAL GROUNDING 10 9 6 4 3
20(b)(1) ACCIDENT PREVENTION PROGRAM 11 11 9 7 7
652(a)(1) PROTECTIVE SYSTEMS FOR TRENCH/EXCAV. 12 15 *(2) * *
451(d)(10) GUARDRAIL SPEC. FOR TUBULAR WELDED SCAFFOLDS 13 13 13 9 11
1904.2(a) OSHA 200 LOG 14 12 11 8 9
28(a) PPE USED FOR SPECIFIC OPERATION 15 14 14 10 8
1052(c)(1) STAIR RAIL REQUIRED @ 30" 16 *(3) * * *
152(a)(1) STORMING AND HANDLING FLAMM. OR COMB. LIQUIDS 17 17 15 12 14
20(b)(2) ACCIDENT PREVENTION INSPECTIONS 19 15 17 20 49
651(k)(1) INSPECT. OF PHYSICAL COMPONENTS OF TRENCH/PROTECT. SYSTEM 20 22 *(2) * *
451(a)(13) SAFE ACCESS FOR SCAFFOLDS 21 25 25 27 33
404(b)(1)(ii) GROUND FAULT CIRCUIT INTERUPTER 22 19 18 13 12
701(b) GUARDING PROTRUDING STEEL REBARS 23 40 77 *(4) *
59(e)(1)(i) LIST OF HAZ. CHEMICALS 24 31 50 **(1) **
451(a)(4) SCAFFOLD GUARDING SPEC's. 25 21 19 17 19
651(j)(2) SPOIL PILE PROTECTION 26 28 27 25 27
350(j) WELDING AS PER ANSI Z49.1- 1967 27 28 27 25 27
350(a)(9) SECURING COMPRESSED GAS CYLINDERS 28 27 24 19 20
1910.20(g)(2) COPY OF 1910.20 STND. AVAILABLE 29 35 20 40 96
102(a)(1) EYE/FACE PROTECTION 30 26 29 29 28
1910.20(g)(1)(i) INFORMING OF MEDICAL ACCESS 31 62 40 *(5) *
1053(b)(1) LADDER EXTENDED 3' ABOVE LANDING 32 *(3) * * *
500(b)(1) GUARDING FLOOR OPENING 33 23 22 16 16
651(c)(2) ACCESS/EGRESS FROM TRENCH/EXCAV. 34 32* (2) * *
1910.20(g)(1)(iii) RIGHT OF ACCESS TO MEDICAL RECORDS 35 63 43 *(5) *
403(b)(2) LISTED, LABELED OR CERT. EQUIP. 36 34 59 68 78
405(a)(2)(ii)(j) FLEXIBLE CORDS DESIGNED FOR HARD OR EXTRA HARD USAGE 37 33 33 22 21
1910.20(g)(l)(ii) FLEXIBLE CORDS DESIGNED FOR HARD OR EXTRA HARD USAGE 38 69 46 *(5) *
405(g)(2)(iv) STRAIN RELEIF FOR CORDS 39 38 42 38 51
59(f)(5)(i) LABEL SPEC. - HAZ. CHEMICAL(S) 40 39 45 **(1) **
304(f) WOODWORKING TOOLS AS PER ANSI 01-1.1967 41 43 34 23 17
105(a) SAFETY NETS ABOVE 25' 42 52 48 43 59
300(b)(2) MACHINE GUARDING - MOVING PARTS 43 42 39 35 29
59(f)(5)(ii) LABEL SPEC. - HAZ. COMM. 44 50 65 **(1) **
405(a)(2)(ii)(e) PROTECTION TEMPORARY LIGHTING 45 48 38 26 34
500(c)(1) GUARDING WALL OPENING 46 58 57 44 41
403(i)(2)(i) ACCESS TO INSTALL. OVER 600 VOLTS 47 45 49 37 36
451(e)(10) GUARDING SPEC. FOR MOBILE SCAFFOLDS 48 46 41 34 37
451(d)(3) BRACING OF TUBULAR WELDED SCAFFOLD 49 55 56 48 54
5(a)(1) GENERAL DUTY CLAUSE 50 30 54 65 73
404(f)(7)(iv)(c) GROUNDING SPECIFIC TYPES OF EQUIP. 51 53 32 30 31
59(e)(4) ACCESSIBILITY OF THE WRITTEN HAZ. COMMUNICATION PROGRAM 52* 54 **(1) ** *
50(f) EMERGENCY NUMBERS POSTED 53 36 26 15 13
1051(a) ACCESS BY LADDER/STARIWAY @ CHANGE IN ELEVATION > 19" 54 *(3) * * *
405(b)(2) COVERS FOR PULL BOXES, JUNCTION BOXES, OUTLETS, ETC. 55 61 58 54 47
416(e)(1) WORN AND FRAYED ELECTRICAL CORDS 56 57 62 55 81
451(a)(2) LOAD DESIGN FOR SCAFFOLDS 57 60 66 59 61
405(b)(1) UNUSED OPENING IN BOXES 58 70 74 64 64
550(b)(2) CRANES - ANSI B30.5-1968 59 65 63 50 52
451(e)(4) TIGHTLY PLANKED MOBILE SCAFFOLD 60 51 47 42 45
404(a)(2) REVERSE POLARITY OF CONDUCTORS 61 59 61 45 39
1053(b)(16) DEFECTIVE PORTABLE LADDER 62 *(3) * * *
405(a)(2)(ii)(i) PROTECTION OF FLEXIBLE CORDS AND CABLES 63 44 37 28 25
1060(a) TRAINING PROGRAM FOR LADDERS 64 *(3) * * *
602(a)(9)(i) HORNS ON BIDIRECTIONAL
EQUIP.
65 78 83 57 53
500(g)(1) FALL PROTECTION FOR LOWPITCHED ROOFS 66 76 85 78 79
50(c) CERTIFIED FIRST-AID PERSONNEL 67 80 84 73 93
500(b)(8) GUARDING FLOOR HOLES 68 79 73 60 58
451(a)(14) EXTENSION OF PLANKING - 69 67 93 69 94
405(g)(2)(iii) ELECTRICAL CORDS LESS THAN NO.12 70 81 78 70 67
556(b)(2)(v) BELT/LANYARD - AERIAL LIFTS 71 73 80 74 77
150(a)(1) FIRE PROTECTION PROGRAMS 72 87 69 46 32
451(e)(8) PLUMB/SOUND BASE FOR MOBILE SCAFFOLDS 73 68 79 72 68
50(d)(1) ACCESSIBLE FIRST-AID SUPPLIES 74 66 52 36 30
59(e)(1)(ii) NON-ROUTINE INFORM. - WRITING HAZ. COMM. 75 *(1) * ** **
403(b)(1) ELECT. EQUIP. FREE OF HAZARDS 76 85 * * *
500(d)(2) GUARDING RUNWAY 77 84 72 64 *
451(e)(5) LADDER/STAIRWAY FOR ACCESS/EGRESS 78 *(3) 99 96 99
602(a)(9)(ii) BACKUP ALARM PROVIDED 79 74 82 56 46
150(c)(1)(i) FIRE EXTINGUISHER EVER 300 FT.2 OR 100 FT. TRAVEL 80 49 44 39 38
405(a)(2)(ii)(b) BRANCH CIRCUIT SPECIFICATIONS 81 92 94 76 75
450(a)(9) 8 TIMPER MEMBER OF SCAFFOLD FRAMING 82 24 23 18 1
59(f)(5) LABELING HAZ. CHEMICALS 83 56 70 **(1) **
59(h)(1) EMPLOYEE INFORMATION 84 88 71 **(1) **
404(b)(1)(iii) ASSURED EQUIP. GROUNDING CONDUCTOR PROGRAM 85 *(5) *(5) 81 83
500(e)(1)(iv) RAILING ON STAIRWAY 86(6) 29 28 21 22
1052(b)(1) STAIRWAY TRAVEL WITH EMPTY PANS 87 * * * *
450(a)(10) SECURING PORTABLE LADDERS 88(6) 20 21 14 15
300(b)(1) POWER OPERATED TOOL GUARDS 89 91 81 67 65
350(a)(1) VALVE PROTECTION CAPS 90 75 68 61 66
405(a)(2)(iii) GUARDING PROTECTING TEMP. WIRING OVER 600 VOLTS 91 *(5) *(5) *(5) *(5)
405(a)(2)ii)(f) TEMP. LIGHTS FROM ELECT. CORDS 92 97 * 98 72
451(a)(3) SUPERVISION DURING ERECTION,ETC. 93 *(5) *(5) *(5) *(5)
602(a)(2)(i) SEAT BELTS FOR EARTHMOVING EQUIP. 94 *(5) *(5) 95 91
1052(c)(12) GUARDING FOR STAIRWAY EDGES 95 *(5) *(5) *(5) *(5)
1053(b)(8) SECURING LADDERS 96 *(3) * * *
59(e)(2) MULTI-EMPLOYER(S) WORKPLACES - WRITTEN HAZ. COMM. PROVISION 97 83 *(1) ** **
451(d)(4) FOUNDATION SPEC. FOR TUBULAR WELDED SCAFFOLD LEGS 98 98 95 *(5) *(5)
451(a)(10) SCAFFOLD GRADE PLANKING 99 95 *(5) *(5) *(5)
550(a)(6) ANNUAL INSPECTION OF CRANES 100 93 88 79 76
(1) Full enforcement of Hazard Communication Standard began in March, 1989.
(2) Trenching/Excavation Standard became effective on March 5, 1990.
(3) Ladder/Stairway Standard became effective January, 1991.
(4) Standard first included in Concrete/Masonry Standard- effective August 15, 1988.
(5) Particular standard was not one of the 100 most frequently cited in the reference year.
(6) Standard was part of old Ladder & Stairway Standards and was effectively discontinued January 1991.



TABLE 2-2
THE MOST FREQUENTLY CITED OSHA CONSTRUCTION STANDARDS IN 1991 BY PERCENTAGE OF TOTAL VIOLATIONS

RANK(1) STANDARD
[1926 UNLESS
NOTED]
[PERCENT OF TOTAL] NUMBER OF
SPECIFIC STANDARD VIOLATIONS ÷ TOTAL
NUMBER CONSTRUCTION
VIOLATIONS(91,191)
CUMULATIVE
PERCENT
[%]
1 59(e)(1) 8.9 8.9
2 59(h) 6.2 15.1
3 59(g)(1) 3.7 18.8
4 1903.2(a)(1) 2.7 21.5
5 59(g)(8) 2.6 24.1
6 21(b)(2) 2.1 26.2
7 500(d)(1) 1.9 28.1
8 100(a) 1.9 30.0
9 404(b)(1)(i) 1.8 31.8
10 404(f)(6) 1.8 33.6
11 20(b)(1) 1.7 35.3
12 652(a)(1) 1.7 37.0
13 451(d)(10) 1.4 38.4
14 1904.2(a) 1.3 39.7
15 28(a) 1.2 40.9
16 1052(c)(1) 1.1 42.0
17 152(a)(1) 1.1 43.1
18 25(a) 1.1 44.2
19 20(b)(2) 1.0 45.0
20 651(k)(1) 1.0 46.0
21 451(a)(13) 0.8 46.8
22 404(b)(1)(ii) 0.8 47.6
23 701(b) 0.8 48.4
24 59(e)(I)(i) 0.7 49.1
25 451(a)(4) 0.7 49.8
26 651(j)(2) 0.7 50.5
27 350(j) 0.6 51.1
28 350(a)(9) 0.6 51.7
29 1910.20(g)(2) 0.6 52.3
30 102(a)(1) 0.6 52.9
31 1910.20(g)(1)(i) 0.6 53.5
32 1053(b)(1) 0.6 54.1
33 500(b)(1) 0.6 54.7
34 651(c)(2) 0.5 55.2
35 1910.20(g)(1)(iii) 0.5 55.7
36 403(b)(2) 0.5 56.2
37 405(a)(2)(ii)(j) 0.5 56.7
38 1910.20(g)(1)(ii) 0.5 57.2
39 405(g)(2)(iv) 0.5 57.7
40 59(f)(5)(i) 0.5 58.1
41 304(f) 0.4 58.5
42 105(a) 0.4 58.9
43 300(b)(2) 0.4 59.3
44 59(f)(5)(ii) 0.4 59.7
45 405(a)(2)(ii)(e) 0.4 60.1
46 500(c)(1) 0.4 60.5
47 403(i)(2)(i) 0.3 60.9
48 451(e)(10) 0.3 61.2
49 451(d)(3) 0.3 61.5
50 5(a)(1) 0.3 61.8
51 404(f)(7)(iv)(c) 0.3 62.1
52 59(e)(4) 0.3 62.4
53 50(f) 0.3 62.7
54 1051(a) 0.3 63.0
55 405(b)(2) 0.3 63.3
56 416(e)(1) 0.3 63.6
57 451(a)(2) 0.3 63.9
58 405(b)(1) 0.3 64.2
59 550(b)(2) 0.3 64.5
60 451(e)(4) 0.3 64.8
TOTAL 64.8
(1) Includes only those standards 0.3% of the total construction violations in 1991.

Figure 2-1
Figure 2-2
3.0 100 MOST CITED PHYSICAL LIST

The next section presents the 100 Most Cited Physical List. A physical hazard can be the actual cause(s) of an accident. A physical hazard as defined by his report is: 1) one that can be abated (eliminated, controlled and/or mitigated) by using some type of hardware i.e., guard rails to prevent falls; or 2) following a specific inspection protocol designed to identify defects that can lead to accidents such as the monthly inspections of critical items of crawler, locomotive and truck cranes which are prescribed by 1926.550(b)(2).

The 100 Most Cited Physical List presented in Table 3-1 (see page 18) ranks the most frequently cited physical standard from #1 to #100, describes the major activity related to the standard, profiles the standard and gives the standard number.

Other lists help identify which of the 100 standards are related to major subjects and subdivisions of each i.e., major subject - ELECTRICAL; subdivisions - GROUND FAULT PROTECTION, CORD SPECIFICATIONS., etc., see Table 3-2 (page 22) & Table 3-3 (page 23).


TABLE 3-1
LIST OF THE 100 MOST FREQUENTLY CITED OSHA CONSTRUCTION STANDARDS
RELATED TO PHYSICAL HAZARDS IN 1991
RANK DESCRIPTION OF STANDARD STANDARD (1926.____)
1 Fall Protection Guarding open sided floors/platforms 500(d)(1)
2 PPE Head protection from impact, falling or flying objects 100(a)
3 Electrical Ground fault protection 404(b)(1)(i)
4 Electrical Path to ground missing or discontinuous 404(f)(6)
5 Trench/Excavation Protective Systems for trenching/excavation 652(a)(1)
6 Scaffolding Guardrail specifications for tubular welded frame scaffolds 451(d)(10)
7 PPE Appropriate PPE used for specific operation 28(a)
8 Ladders/Stairways Stair rails required @ 30" change of elevation or 4 risers 1052(c)(1)
9 Fire Protection Approved containers or tanks for storing or handling flammable or combustable liquids. 52(a)(1)
10 General Provisions General Housekeeping 25(a)
11 Trenching/Excavation Daily inspection of physical components of trench and protection systems 651(k)(1)
12 Scaffolds Safe access for all types of scaffolds 451(a)(13)
13 Electrical Ground fault circuit interrupters (GFCI's) 404(b)(1)(ii)
14 Concrete/Masonry Guarding protruding steel rebars 701(b)
15 Scaffolds General requirements for guarding 451(a)(4)
16 Trench/Excavation Spoil pile protection 651(j)(2)
17 Welding/Cutting Securing compressed gas cylinders 350(a)(9)
18 Welding/Cutting Additional rules for welding as per ANSI Z49.1-1967 350(j)
19 PPE Eye/Face Protection for operations which create exposure 102(a)(1)
20 Fall Protection Guarding floor openings 500(b)(1)
21 Ladder/stairway Ladder extended 3' above landings 1053(b)(1)
22 Trench/excavation Access/Egress from trench/excavation 651(c)(2)
23 Electrical Listed, labeled or certified equipment used in manner prescribed 403(b)(2)
24 Electrical Flexible cords designed for hard or extra hard usage 405(a)(2)(ii)(j)
25 Electrical Strain relief for cords 405(g)(2)(iv)
26 Woodworking Tools Additional rules for woodworking tools as per ANSI 01.1-1967 304(f)
27 Fall Protection Safety nets above 25' when no other means of fall protection is practical 105(a)
28 Tools Guarding moving parts of machinery 300(b)(2)
29 Electrical Protection and grounding for temporary lamps 405(a)(2)(ii)(e)
30 Electrical Controlled access to installations operating at over 600 volts 403(i)(2)(i)
31 Fall Protection Guarding wall openings 500(c)(1)
32 Scaffolding Guarding specifications for mobile scaffolds 451(e)(10)
33 Scaffolding Bracing tubular welded frame scaffolds 451(d)(3)
34 General Duty Serious hazard not covered by specific standard 5(a)(1)
35 Electrical Specific types of equipment or operations where grounding is required 404(f)(7)(iv)(c)
36 Health Emergency phone numbers posted 50(f)
37 Ladder/Stairway Access by means of ladder/stairway when no other means provided and change in elevation > 19" 1051(a)
38 Electrical Covering provided for pull boxes, junction boxes, outlets, etc. 405(b)(2)
39 Electrical Worn or frayed electrical cords 416(e)(1)
40 Scaffolding Sound, rigid, and load capable footings or anchorages for all types of scaffolds 451(a)(2)
41 Electrical Unused opening in boxes must be closed and conductors entering boxes must be protected from abrasion. 405(b)(1)
42 Cranes/Derricks All crawler, truck, or locomotive cranes meet ANSI B30.5-1968 550(b)(2)
43 Scaffolding Tightly planked mobile scaffolds 451(e)(4)
44 Electrical Reverse polarity of conductors 404(a)(2)
45 Ladders/Stairways Defective portable ladders tagged and taken out-of-service 1053(b)(16)
46 Electrical Protecting flexible cords and cables from damage 405(a)(2)(ii)(i)
47 Matl. Handling Equip. Horns provided on bi-directional equipment 602(a)(9)(i)
48 Health Certified first-aid trained personnel when treatment is not readily available 50(c)
49 Fall Protection Components of a fall protection system for low-pitched roof work 500(g)(1)
50 Fall Protection Guarding floor holes 500(b)(8)
51 Scaffolding Specifications for extension of planking beyond supports 451(a)(14)
52 Fire Provide for firefighting equipment and a fire protection program. 150(a)(1)
53 Electrical Splicing and tapping electrical cords less than No. 1219 405(g)(2)(iii)
54 Fall Protection Body belt and lanyard while working from aerial lift 556(b)(2)(v)
55 Scaffolding Plumb and sound base for mobile scaffold ­ casters locked 451(e)(8)
56 Health Accessible first-aid supplies approved by consulting physician 50(d)(1)
57 Electrical Electrical equipment is free of hazards as determined by specifications. 403(b)(1)
58 Fall Protection Guarding runways 500(d)(2)
59 Scaffolding Ladder/stairway affixed or built-in to mobile scaffold for access/egress 451(e)(5)
60 Matl. Handling Equip. Backup alarm or signalman provided when operating in reverse 602(a)(9)(ii)
61 Fire Fire extinguisher for every 3000 sq. ft. of protected building area and 1000 feet of travel 150(c)(1)(i)
62 Electrical Branch circuit specifications 405(a)(2)(ii)(b)
63 Ladders/Stairways Ladders extended 3' above landing 450(a)(9)
64 Electrical Assured equipment grounding conductor program 404(b)(1)(iii)
65 Ladders/Stairways Stair rail and handrail specifications 500(e)(1)(iv)
66 Ladders/Stairways No travel on stairways with empty pans 1052(b)(1)
67 Ladders/Stairways Securing portable ladders 450(a)(10)
68 Tools Power operated tool guards 300(b)(1)
69 Welding/Cutting Valve protection caps in-place and secure 350(a)(1)
70 Electrical Guarding provided for temporary wiring operating over 600 volts 405(a)(2)(iii)
71 Scaffolding Competent person supervision during erection, dismantling, etc. 451(a)(3)
72 Electrical Temporary lights suspended from electrical conductor cords 405(a)(2)(ii)(f)
73 Matl. Handling Equip. Seat belts for all earth moving equipment 602(a)(2)(i)
74 Ladders/Stairways Guarding stairway edges and landings 1052(c)(12)
75 Ladders/Stairways Siting and securing ladders 1053(b)(8)
76 Scaffolding Scaffold grade planking or equivalent 451(a)(10)
77 Scaffolding Foundation specifications for tubular welded frame scaffold Legs 451(d)(4)
78 Cranes/Derricks Annual inspection of cranes/derricks 550(a)(6)
79 Cranes/Derricks Barricading the swing radius of cranes/derricks 550(a)(9)
80 Fire Specifications for fire extinguisher on each floor of multi-story Structure 150(c)(1)(iv)
81 Ladders/Stairways Stairrail specifications 500(e)(1)(iii)
82 Scaffolding Tie specifications for tubular welded frame scaffolds 451(d)(7)
83 Fire Inspection of fire extinguisher in accordance with NFPA 10A-1970 150(c)(1)(viii)
84 Electrical Deenergizing or guarding electrical circuits which are in proximity of employees 416(a)(1)
85 Scaffolding Immediate replacement or repair of any damaged or defective components of scaffolding systems 451(a)(8)
86 Trenching/Excavating High-visibility garments when exposed to vehicular traffic 651(d)
87 Health Common drinking cup 51(a)(4)
88 Fire "NO SMOKING" signs posted in service and refueling areas 152(g)(9)
89 Fire Fire extinguisher for cranes/derricks 550(a)(14)(i)
90 Ladders/Stairways Swing radius specifications for doors/gates which open on to a stairway or landing 1052(a)(4)
91 Scaffolding Lifeline support on suspension scaffolds 451(i)(8)
92 Scaffolding Specifications for catch platform for "steep-slope" roofs 451(u)(3)
93 Matl. Handling Equip. Industrial trucks (fork lifts) meet ANSI B56.1-1969 602(c)(1)(vi)
94 Motor Vehicles Specifications for using vehicles with obstructed views to rear 601(b)(4)
95 Fire Fire extinguisher specifications for locations near flammable/combustible materials 150(c)(1)(vi)
96 Welding/Cutting Regulators/gauges kept in proper working order 350(h)
97 Cranes/Derricks Competent person to inspect crane to identify defects prior to use 550(a)(5)
98 Fire Periodic inspection of firefighting equipment 150(a)(4)
99 Fire Storing liquefied petroleum gases in buildings 153(j)
100 Scaffolding Locking or pinning legs to prevent uplift 451(d)(6)

TABLE 3-2
GROUPING BY SUBJECT OF 100 MOST CITED PHYSICAL STANDARDS
SUBJECT RELATED RANK NUMBERS FROM TABLE 3-1(1) [PERCENT(2)]
ELECTRICAL 3,4,13,23,24,25,29,30,35,38,39,41,44,46,53,57,62,64,70,72,84 [21%]
SCAFFOLDING 6,12,15,32,33,40,43,51,55,59,71,76,77,82,83,91,92,100 [18%]
LADDER/STAIRWAY 8,21,37,45,63,65,66,67,74,75,81,90 [12%]
FIRE 9,52,61,80,83,88,89,95,98,99, [10%]
PPE 2,7,19 [3%]
TRENCH/EXCAVATION 5,11,16,22,86 [5%]
FALL PROTECTION 1,20,27,31,49,50,54,58 [8%]
CRANES/DERRICKS 42,78,79,97 [4%]
WELDING/CUTTING 17,18,69,96 [4%]
MATERIAL HANDLING 47,60,73,93 [4%]
EQUIPMENT HEALTH 36,48,56,87 [4%]
MISCELLANEOUS 10,14,26,28,34,68,94 [7%]
(1) Refer to the ranking of individual standards listed in TABLE 3-1, i.e. "Electrical - #13, GFCI requirement".
(2) PERCENT ­ Sum of individual standards per subject divided by 100

TABLE 3-3
COMBINED STANDARDS BY SUBJECT MATTER FROM THE LIST 100 PHYSICAL STANDARDS IN 1991
MAJOR SUBJECT
COMBINED STANDARD TITLE
#(1) DESCRIPTION OF EACH STANDARD FOR COMPARISON
ELECTRICAL

GROUND FAULT PROTECTION


3
13
64

Ground fault protection
Ground fault circuit interrupters (GFCI's)
Assured equipment grounding conductor program
CORD SPECIFICATIONS 25
24
46
Strain relief for cords
Flexible cords designed for hard or extra hard usage
Flexible cords and cables made suitable for specific conditions
SPECIFICATIONS FOR TEMPORARY LIGHTING 29
72
Protection and grounding for temporary lamps.
Temporary lights suspended from electrical
conductor cords
COVERED FOR BOXES, UNUSED OPENING, ETC 38
41
Covering provided for pull boxes, junction boxes, outlets, etc.
Unused opening in boxes must be closed and conductors entering boxes must be protected from abrasion.
CONTROLLED ACCESS AND GUARDING OF EQUIPMENT OPERATING >600 VOLTS 30
70
Controlled access to installations operating at over 600 volts.
Guarding provided for temporary wiring operating over 600 volts.

STAND ALONE STANDARDS
4,23,35,39,44,53,57,62,84
SCAFFOLDING

GUARDING SPECIFICATIONS



6
15
32


Guardrail specifications for tubular welded frame scaffolds
General requirements for guarding
Guarding specifications for mobile scaffolds
ACCESS 12
59
Safe access for all types of scaffolds
Ladder/stairway affixed or built-in to mobile scaffold for access/egress
FOUNDATION SPECIFICATIONS 40
55
77
100
Sound, rigid, and load capable footings or anchorages for all types of scaffolds
Plumb and sound base for mobile scaffold ­ casters locked
Foundation specifications for tubular welded frame scaffold legs
Locking or pinning legs to prevent uplift

STAND ALONE STANDARDS
32,43,51,71,76,82,85,91,92
LADDER/STAIRWAY

STAIR RAIL REQUIREMENTS


8

74


Stair rails required @ 30" change of elevation or 4 risers
Guarding or stairway edges and landings
DEFECTIVE LADDERS 45 Defective portable ladders tagged and taken out-of-service
LADDER ERECTION 75
21
Siting and securing ladders
Ladders extended 3' above landings

STAND ALONE STANDARDS
37,63,65,66,67,81,90
FIRE PROTECTION

FIRE EXTINGUISHER


61
80
83
89
95


Fire extinguisher for every 3000 sq. ft. of protected building area and 100 ft. of travel
Specifications for fire extinguisher on each floor of multistory structure
Inspection of fire extinguisher in accordance with NFPA 10A-1970
Fire extinguisher for cranes/derricks
Fire extinguisher specifications for locations near flammable/combustible materials

STAND ALONE STANDARDS
9,52,88,98,99
PPE
SPECIFIC WEAR

2
7
19

Head protection from impact, falling or flying objects
Appropriate PPE used for specific operation
Eye/face protection for operations which create exposure

STAND ALONE STANDARDS
NONE
TRENCHING/EXCAVATION   STAND ALONE STANDARDS
5,11,16,22,86
FALL PROTECTION

SPECIFICATIONS FOR VARIOUS WORK SURFACES


1
20
31
50
58


Guards for open sided floors/platforms
Guarding floor openings
Guarding wall openings
Guarding floor holes
Guarding runways

STAND ALONE STANDARDS
27,49,54
     
CRANES/DERRICKS

INSPECTION REQUIREMENTS


42
78
97


REF. ONLY ­ All crawler, truck, or locomotive cranes meet ANSI B30.5-1968
Annual inspection of cranes/derricks
Competent person to inspect crane to identify defects prior to use

STAND ALONE STANDARDS
42,79
WELDING/CUTTING

CYLINDERS


17
69


Securing compressed gas cylinders
Valve protection caps in-place and secure

STAND ALONE STANDARDS
18,96
MATERIAL HANDLING EQUIPMENT

SAFE MOVEMENT



47
60



Horns provided on bidirectional equipment
Backup alarm or signalman provided when operating in reverse

STAND ALONE STANDARDS
73,93
HEALTH

EMERGENCY RELATED


48
56
36


Certified first-aid trained personnel when treatment is not readily available
Accessible first-aid supplies approved by consulting physician
Emergency phone numbers posted

STAND ALONE STANDARDS
87
MISCELLANEOUS

STAND ALONE STANDARDS


10
14
26
28
34
68
94


General Housekeeping
Guarding protruding steel rebars
Additional rules for woodworking tools as per ANSI 01.11967.
Guarding moving parts of machinary
General Duty
Power operated tool guards
Specifications for using vehicles with obstructed views to rear

(1) Refers to the ranking number of individual standards listed in TABLE 3-1, i.e. "Electrical - #13 Ground Fault Circuit Interrupters".
4.0 FORMAT AND USE OF GUIDE

The following chapter describes the GUIDE. The format discusses the headings for each particular GUIDE Sheet.

4.1 USE OF GUIDE

The GUIDE consist of 25 user-friendly data sheets covering the first 25 standards from the 100 Most Cited Physical List. Each two page GUIDE is accompanied by photographs or illustrations depicting acceptable and unacceptable conditions related to the standard. Captions describe the photograph or illustration and identify an acceptable or unacceptable condition. The following key specifies an acceptable or unacceptable condition:

Violation | In Compliance | Unacceptable Condition | Acceptable Condition

Note: The photographs and illustrations may identify other conditions than those addressed by the particular GUIDE. The caption, however, only mentions the situation germane to that GUIDE.

These GUIDE are intended to be usable information or a training source for safety talks, tool box meetings, etc.

Much of the information contained in the GUIDE SHEETS is taken from OSHA field personnel with many years of field experience. The GUIDE, therefore, gives the contractor some insight into the types of conditions the OSHA CSHO observes on the Job-site.

Statistical dales presented in the individual GUIDE related to fatalities were taken from an OSHA report (see Section 5.3 REFERENCES - [10]) developed from OSHA accident investigation data.

Data presented related to injuries came from an OSHA report (see Section 5.3 REFERENCES [6]) which was based on the Bureau of Labor Statistics - Supplementary Data System (SDS).

4.2 FORMAT

This section identifies information and sources, where applicable, that are found in each the sub-headings in the individual GUIDE in Chapter 5.
Heading
Gives the ranking of the particular standard or GUIDE on the 100 Most Cited Physical List. the standard number and a brief key word description of the standard.

Rule
Quotes the standard.

Intent
States the intent and/or the purpose of the standard. For example. a fall prevention system may be required on a scaffold to prevent falls from elevations. The intent of a corresponding standard might be to specify the construction of a guard rah system. While this sub-heading specifies the requirements of the standard, it might also include information on: 1) the history of a particular hazard related to the standard, i.e., a certain number of fatal/lost-time falls from scaffolds over a given period of time; and 2) the theory or operation or equipment, loss prevention technique, etc. which might be associated with the standard.

Hazards
Lists the most commonplace hazards associated with the standard. Additionally, lists common probable injuries identified with the listed hazard. NOTE: No attempt is made to list all hazards associated with the specific standard because of the numerous hazardous conditions and situations that each standard may cover. The employer must fist evaluate the situation/condition and identify all the hazards. Secondly, the employer must decide which standards apply and then take the appropriate actions required by the standard to abate the hazards.

(Among Other) Suggested Abatements
Lists at least one common and sometimes obvious abatement method to correct the hazards) associated with the particular standard. NOTE: As above, there may be many acceptable means of abatement for hazards) related to the standard. Also, the abatement methods listed MAY NOT cover the situation/condition at any given jobsite. Therefore, it is incumbent upon the employer to evaluate the operation to insure the abatement is adequate to control or eliminate the hazard.

The employer must identify, control or eliminate all hazards (29 CFR 1926.20 & .21) on the jobsite through an effective and implemented safety program. The elements of a thorough jobsite safety program are listed in FIGURE 1-1 - EMPLOYER'S SAFETY AND HEALTH PROGRAM[29] (see page 4). The elements listed in FIGURE 1-1 apply to controlling any hazard on any jobsite including those listed in this report. Therefore, these common abatement methods are not listed on each GUIDE, but must be followed to achieve a safe and healthful work place.

Selected Case Histories
Lists at least one fatal/catastrophic accident where the particular standard was cited and was directly related to the causes) of the accident. The accident cases were extracted from the OSHA IMIS System which contains accident information in an abstract format from the OSHA-1 70 Form (codified form used by OSHA CSHO's when investigating fatal or catastrophic accident) and from various OSHA Fatal Facts Accident Reports. This section offers a reader or employee(s) at safety meetings/tool box talks an idea of possible consequences if the requirements of the standard are not followed.

Comments
Lists at least one comment related to the standard, giving information such as the number of times the standard was cited during OSHA accident/catastrophe investigations, common observations from OSHA field personnel related to the standard, common conditions found in the field that do not meet the requirements of the standard, etc.

Additional Documents to Aid in Compliance
Lists other documents that are directly related to the particular standard and provides supplement information to the employer, employee or CSHO. However, it is important to understand that other industry/operational documents may be used to support OSHA violations. The other listed non-OSHA documents carry the same legal impact if they are incorporated by reference fisted in the OSHA standards with a specific standard number such as ANSI 249.1 - 1967 Safety in Welding and Cutting, which is listed as OSHA standard 1926.3500)).Other documents may be used as criterion documents to illustrate industry practice to support a "General Duty Clause 5(a)(1)" violation.

Additionally all pertinent current and historic OSHA documents listed in the OSHA Computer Information System (OCIS) including directives, compliance letters, individual letters of interpretation, etc. have been listed by date with a synopsis of the associated information to help interested parties research the standard.

Bracketed numbers, i.e. [29], refer to corresponding documents listed in APPENDIX B-REFERENCES.

Photographs, Illustrations and Other Documents
This section uses photographs and/or illustrations to show some common acceptable and unacceptable situations/conditions found at construction sites related to the standard. Additionally, some of the GUIDE Sheets include items such as checklists and other Agency documents.

5.0 GUIDE FOR THE ABATEMENT CF THE TOP 25 MOST CITED PHYSICAL HAZARDS

The GUIDE consists of the following: 1) Section 5.1 contains the top 25 most frequently cited physical standards or hazards from the 100 Physical List presented in TABLE 3-1 (see page 18), each GUIDE is presented as an individual information/data source for each standard; 2) Section 5.2 consists of two tables related to construction specifications for guardrails and toeboards that are common for eve of the individual GUIDE Sheets; and 3) Section 5.8 contains a list of additional sources of further OSHA and industry information.

5.1 THE TOP 25 GUIDE SHEETS

The following section presents individual GUIDE Sheets to help employers, employees and OSHA personnel identify and abate the 25 most frequently cited physical hazards on construction sites.

RANK IN FREQUENCY CITED

#1
1926.

500(d)(1)
GUARGDRAILS NOT PROVIDED FOR OPEN-SIDED FLOORS OR PLATFORMS
RULE: Every open-sided floor or platform 6 feet or more above adjacent floor or ground level shall be guarded by a standard ramp, or the equivalent , as specified in paragraph (f)(1) of this section, on all open sides, except where there Is an entrance to a ramp, stairway, or fix ladder. The railing shall be provided with a standard toeboard wherever, beneath the open sides, persons can pass, or there is moving machinery, or there Is equipment with which falling materials could create a hazard.

INTENT:
Falls from elevations are the leading cause of fatalities in the construction industry. From 1985-1989, 33% of all construction fatalities [10] resulted from a fall from an elevation. One hundred-seventeen fatalities occurred when employees fell from open sided doors and through floor openings. This standard specifies that guarding must be provided for all open-sided floors and platforms 6 feet or more in height. It also specifies minimum requirement for the type of guarding. Paragraph (f) of the same section species the requirement of a standard guardrail system. TABLE 5.2-1 lists guardrail specifications for various materials. Where there is an open-sided floor/platform and there is a potential for a person to pass or a hazard is presented by machinery, toeboards are required. The intent is to contain any materials near the edge from inadvertently getting pushed over the edge where they may strike persons or machinery below. TABLE 5.2-2 lists specifications for toeboards.

HAZARDS:
  • Falls from elevations: probable injuries range from death to fractures; Fall from lower elevations such as 4-6 feet have caused serious lost-time accidence and occasionally have been the cause of fatalities.
  • Struck by: the lack of material containment (toeboards) has caused both fatalities and lost-time accidents when falling materials have struck employees below.
(AMONG OTHER) SUGGESTED ABATEMENTS:
  • Whenever an employee must work at any elevated location, ask the questions: 1) Are they protected from a fall? and 2) What measures must be taken to protect the employee at the elevated work location?
  • Fall prevention systems such as standard guardrail systems provide more positive means of protection than fall protection systems such a bodybelt/harness-lanyard-lifeline combination, except when workers are suspended, i.e. working on suspended scaffolds, work platforms, etc.
  • Construct/maintain all guardrail systems according to OSHA requirements.
  • An acceptable method to preclude the use of toeboards, would be to determine the fall radius of materials on an open-sided door/platform. Place positive physical barrier outside the potential fall radius to keep workers and machines outside the danger zone.
SELECTED CASE HISTORIES:
An employee taking measurements was killed when he fell backwards from an unguarded balcony to the concrete 9'6" below.

COMMENTS:
  • Falls from elevations accounted for 14% of all lost-time accidents[6].
  • This standard was cited in 103 fatality/catastrophe inspections conducted by OSHA over a 4 year period.
ADDITIONAL DOCUMENTS TO AID IN COMPLIANCE:
[1] Section 500 & Steel Erection - 750 & 752(k); [11]; [12]; [13]; [26] Part - 701(f)(2) - Concrete and Masonry Const.
OSHA COMPLIANCE LETTER
Date 5/22/84; From-Directorate of Field Operations to Regional Administrators; Synopsis - Clarification of 1926.750(b)(1)(iii) stating that ˝ " wire rope or equivalent safety railing must be used around temporary planked or temporary metal-decked doom during steel erection operation. Raging also must be provided at leading edge if spreading stops for any significant time period. ˝ " synthetic or fiber rope would not be acceptable as a required safety railing for steel erection operations.
OSHA COMPLIANCE LETTER
Date 1/13/81; From-Assistant Secretary to Int. Union of Bricklayers & Allied Craftsmen; Synopses - Standards 1926.28, 1926.104, 1926.105 & 1926.500(d)(1) do not apply to overhand bricklaying operations.
OSHA COMPLIANCE LETTER
Date 2/13/86; From-Directorate of Field Operations to Individual Company; Synopses - When structural steel assembly including decking has been completed and other trades are working on the deck while concrete is being poured on the deck, the door must be guarded in accordance with 1926.500(d)(1).

PHOTOGRAPHS, ILLUSTRATIONS and OTHER DOCUMENTS
Violation In Compliance
Properly erected wire rope perimeter guardrail system.
NOTE:
The high visibility tape on wire rope (arrow) on top floor makes the guardrail easier for the employees to see.
Exposure to open-sided floor
Violation
Too much sag in the wire rope (arrows) guard rails
In Compliance
Properly erected wooden guardrail system for platform.
NOTE:
The top erection floor has a properly erected wire rope guardrail system.

RANK IN FREQUENCY CITED

#2
1926.

100(a)
HEAD PROTECTION FROM IMPACT, FALLING OR FLYING OBJECTS AND ELECTRICAL BURNS
RULE: Employees working in areas were there is a possible danger of head injury from impact, or from failing or flying objects, or from electrical shock and burns shall be protected by protective helmets.

INTENT
Thousands of head injuries each year occur in the construction industry. This standard requires employees to wear "hard hats" to mitigate or lessen the effects of being struck by an object, accidentally striking their head against an objects or making contact with an energized electrical line. It needs to be emphasized that the standard is not just for employees that work at sites where there is a possibility of falling objects striking them in the bead, in workers on lower levels of a mufti-story budding project which are exposed to falling materials such as hand tool, bolts, nuts, etc. But it is also intended for employees who work in the vicinity of an operation that is found on a construction site. These type of energy releases are common to almost all construction operation and are not predictable. Almost all construction operations involve the potential of falling and flying objects, and, therefore, employees must wear head protection. Additionally many impact hazards exist. For instance, iron workers are constantly exposed to striking their heads on structural steel during erection, carpenters strike their heads on temporary framing lumber as they move through a building, etc. Employees that work in the vicinity of electrical conductors are exposed to potential shocks and burns to the head should they contact an uninsulated conductor.

HAZARDS
Struck by: injuries ranging from death to major concussion or trauma to minor abrasions; electrocution.

(AMONG OTHER) SUGGESTED ABATEMENT(S):
  • Emphasize that the wearing of hard hats is not only for those employees that are exposed to falling objects, but it is also for employees exposed to the other types or hazards.
  • Focus on the wearing of hard hats during site inspections. Check hard hats to insure their integrity is not compromised. Metal hard hats are electrical conductors and do not meet the requirement of OSHA and ANSI.
  • A formal management discipline program may need to be utilized for those employees who after repeated warnings either refuse or "forget" to wear their hard hats where required.
SELECTED CASE HISTORIES
  • An employee was standing under a suspended scaffold that was hosting a workman and 3 sections of ladder. Sections of the ladder became unlashed and fell 5O feet striking the employee in the skull. The employee, who was not wearing any head protection died from injuries received.
  • Two employees were using a wire rope to winch a wooden tool shed onto a flat bed trailer. The wire rope broke, snapped back struck one of the employees in the top of the head, killing him. The employee was not wearing a hard hat.
  • Employees were using a 5-ton winch to pull a 10-foot section of a 600 lb. grain spout through a vent hole when the spout became wedged. Employees were attempting to use pry bars to free the spout that was still under tension from the winch when the spout popped free, striking an employee in the head. No head protection was provided.
COMMENTS
1. OSHA [6] found that in a four year period from 1985 to 1988, 3.2% (11,685) of all construction lost time accidents in 10 states were related to head injuries.
2. All lost-time accidents involving head injuries do not result from being struck by falling and flying objects. OSHA [6] found that the head was the "Part of Body" injured in 9% (7125) of the "Struck By" (falling and flying object) type injuries. This compared to 5% (1440) for "Struck Against", (impact) type injuries; in other words, impacts are the cause of about 17% of all lost time head injuries.
3. This standard was cited in 142 fatality/catastrophe inspections by OSHA in a five year period.

ADDITIONAL DOCUMENTS TO AID IN COMPLIANCE
[l] Section 100 (b)& (c); [7]*; [8]*; [9], [25].
*- Referenced in 29 CFR 1926- Construction Standards

OSHA CLARIFIICATION LETTER
Date 8/23/83 ­ Synopsis ­ The employer must determine which employees face possible head injuries and must wear appropriate head protection. OSHA has no exhaustive guidelines for determining when head protection must be worn. A case-by-case analysis must be performed by the employer.

OSHA CLARIFICATION LETTER
Date 7/22/92; From Directorate of Compliance to IBEW Business Manager ­ Synopsis ­ Wearing of hard hats with bill to the rear would not meet 1926.100(a) & (b) unless manufacturer certifies that this practice meets ANSI Z89.1-1969. ANSI test and certifies hard hats with bills facing forward.

PHOTOGRAPHS, ILLUSTRATIONS and OTHER DOCUMENTS
Hardhat In Compliance
Hardhat meets OSHA and ANSI Z89.1-1969, Safety
Requirements for Industrial Head Protection
Violation
Work is in progress on top of scaffold. The workers drilling below scaffold are exposed to being struck by falling materials. There is a need for head protection which is not provided by the soft hats shown
violation
violation In Violation
The inspector on the ground (arrow) is exposed to falling materials. Therefore, head protection is required for him. The carpenters would most likely not be exposed to falling materials in this situation. However, a flying material hazard may exist and the operation must be evaluated to determine if head protection is required. NOTE: Fall hazards do exist at the perimeter and at the floor openings. Also, an improperly constructed ladder is being used.

RANK IN FREQUENCY CITED

#3
1926.

404(b)(1)(i)
GROUND FAULT PROTECTION NOT PROVIDED
RULE: General. The employer shall use either ground faun circuit Interrupters as specified in paragraph (b)(1)(III) of this section or an assured equipment grounding conductor program as specified in paragraph (b)(1)(III) of this section to protect employees on construction sites. These requirements are in addition to any other requirements for equipment grounding conductors.

INTENT:
Due to the dynamic, rugged nature of a typical construction site, electrical equipment, especially tools and extension cords are much more susceptible to deterioration due to "normal" use and sometimes abuse. When the deterioration occurs, sometimes insulation cracks or breaks exposing bare energized conductors, stress and strain may cause terminal screws to loosen resulting in one conductor short-circuiting another, etc The result can be that fault current is generated which may be directed through an employee's body to ground. Wet conditions often found at construction sites, greatly increase this hazard. This standard offers the employer two additional methods beyond the required equipment grounding conductor, to reduce and/or eliminate fault current which might be generated in any electrical system or tool during use. One means is to provide ground fault circuit interrupters (GFCI's) in all temporary receptacle outlets rated 120 volt single phase, 15&20 amps. This is essentially a hardware requirement. The GFCI continually monitors and compares the amount of current going to an electrical tool or piece of equipment against the amount of current returning along the "grounded neutral". If the differential in current (amount going to the tool vs. amount coming from tool) is more than 5 milliamps, the GF C1 is designed to trip in about 1/40 of a second. The other option is to establish and fully implement an Assured Equipment Grounding Conductor Program(AEGCP). This program relies on daily visual inspections and periodic (three months maximum for temporary cords and cords exposed to damage, six months for fixed cords not exposed) test inspections. Additionally, the AEGCP requires a written description, a competent person to implement the program and a record of the periodic tests.

HAZARDS:
Fatal electrocutions; Electrical burns ranging from critical to mirror; Fire; Explosion; Electric shock has been the initiator of other type hazards, i.e. electrical shocks have been the initiating cause of employees falling from elevated work surfaces, electrical shocks have caused employees to lose control of hand held equipment which in turn has struck and injured other employees in the immediate work area, etc.

(AMONG OTHER) SUGGESTED ABATEMENTS:
  • Instruct employees to visually inspect all electrical equipment p prior to u-se. Any defects such as frayed cords; missing ground prongs, cracked tool casing, etc. should be corrected by taking the tool out-of-service. Apply a warning tag to the tool and do not allow it to be used until the problem has been corrected.
  • Frequently trip GFCI's while test tool is operating to insure GFCI is operating correctly.
  • Use double insulated tools. Double insulated too1s protect the user from fault currents which might energize the case of the tool or equipment.
SELECTED CASE HISTORIES:
A journeyman HVAC worker was installing metal duct work using a double insulated drill connected to a drop light cord. Power was supplied through two extension cords from a nearby residence. The individual's wet clothing/body contacted bare exposed conductors on one of the cords causing an electrocution. No GFCI's were used. Additionally, the ground prongs were missing from the 2 cords.

COMMENTS:
1. Although it was suggested above to use double insulated tools, it does not relieve the employer from providing ground fault protection. Extension cords in use between a fixed electrical system (permanent outlet) and a tool can become worn with exposed energized conductors. Therefore, ground fault protection or an AEGCP would be required. See OSHA CLARIFICATION LETTER below.
2. According to OSHA[10] there were 48 fatalities in the years 1985 to 1989 related to 120 volt electrical systems.
3. Employers have attempted to skirt the requirements of providing ground fault protection by using 30 amp breakers in their 120 volt, single phase systems. This not only defeats the intent of the ground fault provisions it also introduces another set of hazards because the system is no longer rated fro the actual over current protection (30 amp breaker) that is in place.

ADDITIONAL DOCUMENTS TO AID IN COMPLIANCE:
[1] Section 404(b); [3]; [4]; [5]


RANK IN FREQUENCY CITED

#4
1926.

404(f)(6)
ELECTRICAL PATH TO GROUND MISSING OR DISCONTINOUS
RULE: Grounding Path. The path to ground from circuits, equipment, and enclosures shall be permanent and continuous

INTENT:
Many times on construction sites due to the frequency and severity of use, electrical equipment that is originally designed and provided an electrical path to ground is not capable of physically transferring "fault" current to ground became he positive physical path (a direct positive conn ection through the entire system usually terminating at a ground rod or cold water pipe) to ground, sometimes known as the "ground wire" or "equipment ground" is proved to transfer fault current to ground in the event that an exposed part of the piece of equipment were to be energized by the "hot" conductor or wire in the system, i.e. the case of an electric drill might be energized by fault current if the internal windings came in contact with the case or contact is made with an exposed conductor. The "equipment ground" would, in the case of the drilll, provide a favorable path of least resistance for the fault current to ground through the conductor. If the "equipment ground" was not continuous the path of least resistance from the drill might be through a persons body.

HAZARDS:
Electrical shock; Probable injuries range from death to minor burns; Fire; Explosion; Electric shock has been the initiator of other Type hazards, i.e. electrical shocks have been the initiating cause of employees falling from elevated work surfaces, WNW shocks have caused employees to lose control of hand held equipment which in turn has struck and injured other employees in the immediate work area, etc.

(AMONG OTHER) SUGGESTED ABATEMENTS:
  • Instruct employees to visually inspect all electrical equipment prior to use. Any defects such as frayed cords, missing ground prongs, cracked tool casing, etc. should be corrected by taking the tool out-of-service. Apply a warning tag to the tool and do not allow it to be used until the problem has been corrected.
  • Frequently inspect electrical systems to insure the path to ground is continuous. A volt-ohm meter rated for the proper capacity could be used to check for ground in an electrical circuit A receptacle circuit tester can be used to check the continuity of the grounding conductor from a 120 volt receptacle back to ifs origin at the breaker box. This type tester depending on manufacturer usually has the ability to check for wiring configurations including correct wiring, reversed polarity, open neutral, open hot, etc. Additionally, it is relatively inexpensive- usually less than $20 dollars and can be easily carried in a pants pocket. A pocket pen light continuity checker is an inexpensive piece of equipment that can be used to check the "equipment bonding" conductor of cord and plug connected equipment, i.e. drills, saws, sanders, etc.
  • Use double insulated tools. Double insulated tools protect the user from fault currents which might energize the case of the tool or equipment. If electrical equipment is double insulated it must be distinctively marked.
SELECTED CASE HISTORIES
A fan connected to a 120-volt electrical system via an extension cord provided ventilation for an employee performing a chipping operation from an aluminum. stepladder. The insulation on the extension cord was cut through and exposed bare energized conductors which made contact with the ladder. The ground wire was not attached on the male end of the cord's plug. When the energized conductor made contact with the ladder, the path to ground included the employee's body resulting in death.

COMMENTS
1. A large majority (estimated from many compliance staff sources) of the citations under this standard are issued because ground prongs are missing from cord and plug connected equipment or extension cords.
2. Sometimes ground prongs are intentionally removed from tools and extension cords because, "it makes them easier and quicker to plug into and remove." Statements such as these heard from employees clearly indicate that they do not understand the importance of the of the components of the equipment grounding system.
3. For five years, citations were issued to the contractor who employed the deceased employee in 93 fatality/catastrophe investigations that OSHA conducted, where the absence of a required equipment grounding conductor or lack of continuity of the conductor were listed as a factor.

ADDITIONAL DOCUMENTS TO AID IN COMPLIANCE
[1] Section 404(f); [2] pg. 5; [3] pgs. 35-58; [4]; [5] Art. 250

RANK IN FREQUENCY CITED

#5
1926.

652(a)(1)
PROTECTIVE SYSTEMS FOR TRENCHING/EXCAVATING
RULE: Each employee in an excavation shall be protected from cave-fns by an adequate protective system designed in accordance with paragraph (b) or (c) of this section.

INTENT:
Excavation accidents often result in serious injury or death. California reports a ratio of lost-time accidents to fatalities [14] for cave-ins aqua to 14:1. In contrast that same ratio for all types industry in California a 250:1. From 1985-1989 OSHA investigated 239 excavation fatalities [10]. This rule is basically a general rule and it's intent is to state that the employer will utilize some means of protection when employees are working in an excavation. This standard requires employers to protect employees from cave-ins. Later paragraphs, Paragraph (b) "Design of Sloping and Benching Systems" and Paragraph (c) "Design of Support System, Shield Systems and Other Protective Systems give specific alternatives and corresponding appendices to help the employer comply with the rule (NOTE: Appendices A - F provide valuable information for complying with the standard). The rule does not cover excavations in stable rock and excavations less the 5 feet deep - ONLY when the competent person evaluates the excavation and states there is no potential for cave-ins.

HAZARDS:
A cave-in is the greatest risk associated with excavation, Fatalities can be expected if a cave-in occurs. Other type hazards which are similar to confined space situations should be expected including asphyxiation due to lack of O2, inhalation of toxic materials, fire, drowning, etc. Moving machinery near the edge of the excavation can cause a surcharge (overloading) of the excavation wall that can cause collapse. Plus, the same machinery and vehicular traffic can strike employees. Many accidence occur when workers contact or sever underground utility lines.

(AMONG OTHER) SUGGESTED ABATEMENTS:

  • Pre job planning is vitally important to this operation. The soil must be evaluated so the employer can select an appropriate protective system. Utilities must be contacted so they can identify their underground lines, traffic control may be an issue, an attempt to identify previous site history must be made, in. was the excavation previously backfilled?, etc.
  • Construct all protective systems in accordance with the standard.
  • Inspect the site daily at the start of each shift, following a rainstorm or after any other hazard increasing event.
  • Keep excavations open the minimum amount of time needed to complete operations.
SELECTED CASE HISTORIES:
  • Two employees were installing 6' PVC pipe in a 40 long x 9t x 2t wide trench. No means of protection was provided in the vertical wall trench. A cave-in occurred fatally injuring one employee and causing serious facial injuries to the second employee.
  • An inadequately protected trench wall collapsed killing one employee who had just gotten into the trench to check grade for installation of an 8N sewer line. The trench was = 201-25, deep and had been benched one bucket width (40 on each side. At the time of collapse the backhoe was extracting soil from the trench.
  • Four employees were in an excavation 9, wide x 3V long x 71 deep were boring a hole under a road. Eight foot steel plates used as shoring were placed against the side walls of the excavation at about 30 degree angles. No horizontal bracing was used. One of the plates tipped over crushing an employee.
COMMENTS:
1. Of all the excavation standards, this one is cited the most often because it is the appropriate standard to cite when no protection at all is provided. Unfortunately, many employers engaged in this activity, still provide no protection for their employees.
2. This standard is written in a unique manner -"Each employee ", which gives OSHA, the option to cite this particular standard for each exposed employee.
3. 'This standard was cited in 47 fatality/catastrophe inspections conducted by the Agency from March 1990 to January 1992.

ADDITIONAL DOCUMENTS TO AID IN COMPLIANCE:
[141], [20]


PHOTOGRAPHS, ILLUSTRATIONS and OTHER DOCUMENTS
In Compliance
Properly constructed timber shoring and trench box (left)

NOTE: The plywood (bottom right) is not a structural member of the shoring system. It is to be used only to prevent the soil in the sidewalls from raveling.

Violation
Employees in vertical wall trench with no sidewall protection (above).

Violation
Improper shoring including including bracing is not secured (above)
Violation
Employees is exposed (arrow) between concrete manhole and unprotected sidewall of excavation (right).

RANK IN FREQUENCY CITED

#6
1926.

451(d)(10)
GUARDRAIL SPECIFICATIONS FOR TUBULAR WELDED FRAME SCAFFOLDS
RULE:
Guardrails made of lumber, not less than 2 x 4 inches(or other material providing equivalent protection), and approximately 42 inches high, with a midrail of 1 x 6 inch lumber (or other material providing equivalent protection), and toeboards, shall be installed at all open sides and ends on all scaffolds more than 10 feet above the ground or floor. Toeboards shall be a minimum of 4 inches in height. Wire mesh shall be installed in accordance with paragraph (a)(6) of this section.


INTENT:
OSHA investigated 214 fatalities from 1985-1989 [10] related to falls from scaffolds. The intent of this standard is to provide specifications far a fall prevention system, i.e. standard guardrails and toeboards, on tubular welded frame scaffolds. Because this is a specification standard it only applies to tubular welded frame type scaffolds. Note: This standard requires both standard guardrails and toeboards at a height of 10'. The general scaffold requirement 1926.451(a)(4) which requires guardrails between 41-10, when the minimum horizontal dimension of the scaffold is < 45', does not include tubular welded frame scaffolds, see OSHA CLARIFICATION LETTER below. Other guardrail materials which would provide equivalent protection are listed in TABLE 5.2-1. When persons must work or pass under a tubular welded scaffold, wire mesh construction is required. This includes a minimum No. 18 gauge US. Standard wire ˝-inch mesh or equivalent extending along entire opening from toeboard to top rail. If persons are not required to work or pass under the scaffold only a toeboard is necessary (see TABLE 5.2-2 for acceptable toeboard specifications).

HAZARDS:
  • Fall from elevation. Probable injuries range from death to severe sprains/strains.
  • Struck by falling objects from scaffold platforms with insufficient material containment systems, i.e. wire mesh screen or toeboards. Probable injuries could include death or lost-time injuries duet) head concussion, broken bones in the upper body areas, etc.
(AMONG OTHER) SUGGESTED ABATEMENTS:
  • Whenever employees must work any elevated location, ask: 1) Are they protected from a fall? and 2) What measures must be taken to protect the employee at the elevated work location?
  • Fall prevention systems such as standard guardrail systems provide a more positive means of protection than fall protection systems such as the use of a bodybelt/harness-lanyard-lifeline combination.
SELECTED CASE HISTORIES:
  • An employee preparing masonry facia for removal from a building fell from the third level of a tubular welded frame scaffold. No guarding system was provided for the scaffold. Further, the platform was coated with ice creating a slippery condition.
  • A contract employee was taking measurements inside a reactor vessel from an unguarded tubular welded frame scaffold when he either lost balance or stepped backwards and fell 14 ˝', sustaining fatal injuries.
COMMENTS:
1. Many scaffolding guardrail violations are issued because no railings were provided on the ends of the scaffolds. Remember, a fall prevention system is not complete until the scaffolding is completely enclosed. Additionally, this is a specification standard, therefore, it is more easily identified and substantiated as a violation when the guarding is not provided.
2. Scaffold cross-bracing (X braces) are not acceptable alternatives for guardrails.
3. Many times scaffold guardrail are provided for tubular welded frame scaffolds where only one or two 10" planks are provided for a 60" wide scaffold end frame. This is ineffective because there is a potential for an opening 40"-50" between the edge of the "platform" and the guardrail (if in-place). Instead of falling over the edge of the scaffold, employees are exposed to falling through the scaffold.

ADDITIONAL DOCUMENTS TO AID IN COMPLIANCE:
[1] Section 451(a) & (d), [17]

OSHA DIRECTIVE #100-58 (STD 3-10.3)
Date 10/30/78-Synopsis - Wire, chains, synthetic and fiber apes may be used as guardrails as per equivalent requirements of 1926.451 (a) (5) provided it meets the following guidelines: 1) it is secured to each support and taut at all times; 2) it a free of sharp edges; and 3) it has a maximum deflection of 3" in any direction when a 200 1b. load is applied.
Note: No size requirements of the ropes are listed in directive.

OSHA CLARIFICATION LETTER
Date 3/11/83; From Acting Regional Administrator Region III to Area Director; Synopsis ­ 1926.451(a)(4) ­ General Scaffold Requirements, guarding in particular ­ If a specific type scaffold is covered by a standard such as tubular welded frame guarding doesn't need to be provided as per 451(a)(4) from the 4' ­ 10' level unless adjacent to dangerous equipment. NOTE: This position was reaffirmed in a letter dated August 7, 1992 from the Acting Assistant Secretary to an individual company.

PHOTOGRAPHS, ILLUSTRATIONS and OTHER DOCUMENTS


End frame not guarded.
NOTE: The hole between the scaffold planks is large enough to fall through (left).

In Compliance
A properly erected guardrail system with top rail, mid rail and toeboard.

121/2 ft. tall scaffold (left) with no fall protection provided.

Violation
(above left, left, immediately above)

4 buck high scaffold (above) with no guardrail system any of the 4 working heights.
NOTE: The incomplete platforms and deficient erection of the structural members.

RANK IN FREQUENCY CITED

#7
1926.

28(a)
APPROPRIATE PPE USED FOR SPECIFIC OPERATION
RULE:
The employer is responsible for requiring the wearing of appropriate personal protective equipment in all operations where there is an exposure to hazardous conditions or where this part indicates the need for using such equipment to reduce the hazards to the employees.

INTENT:
This rule gives the employer responsibility for insuring that employees wear appropriate PPE to reduce the exposure to hazardous conditions such as falling objects, toxic atmospheres, noise exposure, etc PPE is not only a right for the employee - it is a responsibility for the employer.This standard is part of Subpart C - General Safety and Health Provisions. Specific PPE and life saving equipment requirements are found in Subpart E, including: head protection; hearing protection; eye and face protection; respiratory protection; safety belts, lifelines, and lanyards; and safety nets. The Subpart E requirements are usually more specific than the Subpart C requirement. 1926.28(a), therefore, the standards in Subpart E are utilized more often than 1926.28(a). For example 1926.100(a) is #2 on the 100 Most Cited PhysicalLIST, conversely 1926.28(a) is #7. The Subpart E standards give specifications/guidance for selecting, use and maintenance of appropriate types and levels of PPE depending on the types of hazards employees are exposed.

HAZARDS:
Hazards can range from falling objects or bodies to inhalation of toxic materials. The injuries related to this standard also vary widely, inducting instant death from the inhalation of a highly toxic substance to a minor burn.

(AMONG OTHER) SUGGESTED ABATEMENTS:
  • Evaluate the operations, define the hazards. When it is not feasible to design out all hazards, it may be necessary for employees to wear PPE.
  • Discipline workers who fail to wear PPE. Because PPE can be uncomfortable, cumbersome, hot etc., employees sometimes don't wear it even though they know they may be risking injury. When an employee has been given repeated warnings about not wearing PPE, but still does not wear it, it may be prudent for the employer to impose appropriate penalties, leading to release if the employee persistently chooses not to follow company safety rules.
  • Another system that has shown to work is to require employees, as a condition of employment, wear PPE at all needed times.
SELECTED CASE HISTORIES:
An employee was working with a crew setting a metal elbow duct for a bag house when he fell 50' to his death. The victim was wearing a safety belt with lanyard; however, the lanyard was not attached to any tie-off support.

COMMENTS: