|UFDC Home||myUFDC Home | Help|
This item has the following downloads:
1 CAUSE ANALYSIS OF U.S. CRANE R ELATED ACCIDENTS By Q I ZHAO A THESIS PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE IN BUILDING CONSTRUCTION UNIVERSITY OF FLORIDA 2011
2 2011 Qi Zhao
3 To my beloved parents and supporting sister
4 ACKNOWLEDGMENTS I would like to thank my parents and my older sister for their continued support and encouragement throughout my academic ca reer as I pursued my bachelor s and master s degree Their love has helped me achieve this goal. I would also like to sincerely thank Dr. Jimmie Hinze (my supervisory co mmittee chair) for his guidance, encouragement and insightful advice His enthusiasm and dedication to the subject of construction safety made this research a great learning experience for me. I would like to thank my committee (Dr. Abdol Chini and Dr Ian Flood ) for their selfless input and guidance. Dottie Beaupied proved to be an invaluable administrative asset to this research, and I am very thankful for the help and guidance that she provided. Lastly, I would like to extend my gratitude to all the faculty and staff at the M.E. Rinker School, Sr. of Building Construction for their help and encouragement. They have made this a memorable experience for me.
5 TABLE OF CONTENTS page ACKNOWLEDGMENTS ................................ ................................ ................................ .. 4 LIST OF TABLES ................................ ................................ ................................ ............ 7 LIST OF FIGURES ................................ ................................ ................................ .......... 8 ABSTRACT ................................ ................................ ................................ ..................... 9 CHAPTER 1 INTRODUCTION ................................ ................................ ................................ .... 11 Problem State ment ................................ ................................ ................................ 11 Scope of the Study ................................ ................................ ................................ 12 Objectives of this Study ................................ ................................ .......................... 13 2 LITERATURE REVIEW ................................ ................................ .......................... 14 Overview ................................ ................................ ................................ ................. 14 Construction Industry Statistics ................................ ................................ ............... 15 How the Crane Related Accidents Happened? ................................ ...................... 16 OSHA Standard Requirements for Crane Operation s ................................ ............ 18 Overh ead Power Lines (1926.600) ................................ ................................ ... 19 Rigging Equipment for Material Handling (1926.251) ................................ ....... 20 Hoisting and Rigging During Steel Erection (1926.753) ................................ ... 21 Newly Proposed Cranes and Derricks in Construction Final Rule .................... 22 3 METHODOLOGY ................................ ................................ ................................ ... 27 Phase 1 OSHA Fatality Data Review and Cat egorization ................................ ....... 28 Phase 2 Solutions for Typical Crane Accident Scenarios in New OSHA Rule ........ 31 Phase 3 Best Practices Addressing Specific Crane Operational Hazards .............. 32 4 RESULTS ................................ ................................ ................................ ............... 33 General Statistics on Direct Causes of Crane Related Accidents ........................... 37 In Depth Analysis -................................ ................................ 44 ................................ ...... 46 Relevant Requirements in Newly Proposed OSHA Rule ................................ 50 In Depth Analysis -Shock (Electrical) Accidents ................................ ..................... 53 In Depth Statistics Concerning Shock (Electrical) Accidents ............................ 54 Relevant Requirements in Newly Proposed OSHA Rule ................................ 57 In Depth Analysis -Workers Falls (From Elevation) Accidents ................................ 62 In Depth Statistics Concerning Workers Fall (From Elevation) Accidents ........ 62
6 Relevant Requirements in Newly Proposed OSHA Rule ................................ 64 OSH A Fatalities Data 2007 2009 ................................ ................................ ............ 65 5 CONCLUSIONS AND RECOMMENDATIONS ................................ ....................... 70 ................................ ................... 70 Best ................................ ......... 72 ................................ .............. 73 Research Specific Recommendations ................................ ................................ .... 74 LIST OF REFERENCES ................................ ................................ ............................... 76 BIOGRAPHICAL SKETCH ................................ ................................ ............................ 78
7 LIST OF TABLES Table page 2 1 Factors affecting safety on construction sites with tower cranes (Shapira and Lyachin, 2009) ................................ ................................ ................................ .... 26 4 1 Proportion of fatali ty cases for each direct cause ................................ ............... 38 4 2 Minimum power lines clearance distances ( Table A ) ................................ .......... 59 4 3 Minimum power lines clearance dis tances while traveling with no load ( Table T ) ................................ ................................ ................................ ........................ 61 4 4 2009) .............................. 67 4 5 Type of work performed when accident occurred (2007 2009) .......................... 69
8 LIST OF FIGURES Figure page 4 1 related accidents (n=587) ................................ .......... 33 4 2 Types of equipment that involved in crane related accidents (n=571) ................ 34 4 3 ) ................................ ......... 39 4 4 .............................. 42 4 5 accidents (n=36) ................... 43 4 6 ................................ ............. 45 4 7 .................... 45 4 8 Types of loads that struck workers (n=72) ................................ .......................... 47 4 9 accidents (n=73) ................................ ................................ ................................ 48 4 10 Types of objects that struck workers (n=33) ................................ ....................... 49 4 11 Types of equipment involved wi ........... 55 4 12 Objects that made contact with power lines (n=128) ................................ .......... 56 4 13 Movement of equipme nt when accidents happened (n=57) ............................... 57 4 14 Distribution of elevation heights when fall occurred (n=100) .............................. 63 4 15 Distribution of f all protection conditions when fall occurred (n=99) ..................... 64
9 Abstract of a Thesis Presented to the Graduate School of the University of Florida in Partial Fulfillment of the Requirements for the Degree of Master of Science in Building Construction CAUSE ANALYSIS OF U.S. CRANE RELATED ACCIDENTS By Qi Zhao May 2011 Chair: Jimmie Hinze Major: Building Construction As one of the most noticeable objects on construction sites and a symbol of modern construction oper ations, cranes possess the capacity of lifting heavy loads and maneuvering the loads over long spans. When properly located on a site, cranes can strategically lift and lower loads to virtually any desired location on a construction site. U nfortunately, wh en large numbers of cranes have been dispatched to a construction site, the hazard exposure also increases for construction workers who work with, around or under these cranes. The recent rash of crane accidents across the United States, and even internati crane use in the construction industry. Many of these crane accidents resulted in fatalities that were investigated by the Occupational Safety and Health Administration (OSHA). Thi s study examined those crane related fatalities that occurred in the period from 2000 to 2009. During these years, more than 12% of the construction worker fatalities were related to or involved crane operations. Several accidents resulted in multiple fata lities of construction workers.
10 The more important aspect of these crane related fatalities is that they were totally preventable if proper safety precautions had been taken and workers are properly equipped with knowledge of hazard self perception. Under pressure from the government and the general public, OSHA decided to replace the long standing crane safety regulations (CFR Subpart N) with a newly drafted crane and derrick rule that takes into consideration modern construction site scenarios and newly i ntroduced building techniques and equipment. This objective of this study was to examine the descriptions of crane accidents to identify the direct causes and contributing factors of these accidents. A secondary objective was to evaluate the effectiveness of the newly proposed OSHA crane and derrick rules that aim to minimize the hazard exposure of construction workers. Lastly, this research was undertaken to help develop specific best practices concerning crane operations.
11 CHAPTER 1 INTRODUCTION Problem S tatement Every worker who goes to work in the morning deserves to go home safely at night. This statement was made by a mother who lost his son in a crane disassembly accident in February 2009. Her son, who worked as a disassembly worker, had no place to t ie off when he was standing on a crawler crane. After the operator started to move the crane, the worker lost his balance and was pulled into the cable rigging and was killed immediately. As a long standing problem of construction companies and administrat ive agencies, the construction industry has a disproportionately large number of injuries and fatalities in comparison to other industrial sectors. Across the United States, construction ranks as the most dangerous industry. The number of construction rela ted worker fatalities was 816 in 2009, representing a lmost 20% of all work related fatalities, according to federal statistics. One of the major causes of fatalities during construction involves unsafe lifting operations that utilize of cranes, which accou nts to about 12% of all the construction worker fatalities. In 1971, OSHA was established and started to specify standards that need to be followed in order to reduce the number of work related injuries and fatalities. Code of Federal Regulations Title 29, Part 1926 was enacted to specifically address safe operations involving construction activities. Despite these rules and regulations, there are unusually high numbers of construction worker injuries and fatalities. The recent rash of crane accidents acros s the United States, and even internationally, has
12 in the construction industry. safety standa rds, OSHA released a new standard, addressing the use of cranes and derricks in construction and replacing a decades old standard. This new standard was aiming to address key hazards related to crane operations on construction worksites, including electroc ution, crushed by parts of the equipment, struck by the equipment/load, and falls. An examination of the OSHA fatality data from 2000 to 2009 revealed that most of crane related accidents were preventable if proper safety precautions had been taken and pro per techniques had been implemented. Most construction companies have specific safety initiatives and injury free work place programs in place, but the threat of crane related accidents continues to be a concern in the construction industry. This study wil l examine the major causes and factors that lead to crane related accidents on construction sites and also explore the best practices concerning specific crane operations. Scope of the Study The subject of this study applies to power operated construction equipment, that is used to hoist, lower and horizontally move suspended loads This includes articulating cranes; crawler cranes; floating cranes; cranes on barges; locomotive cranes; mobile cranes; tower cranes, derricks and other machines when configured to hoist, lower and horizontally move a suspended load. Because of the strong lifting capacity of cranes, the long span and special assembly/disassembly configurations, workers that operate cranes or work around them
13 could have quite high level of hazard e xposure. Some fatal accidents occurred when workers merely walked under the crane. Based on the review of previous research conducted by Beavers and his colleagues (2006), the leading direct causes of crane related accidents include: Failure of boom/cable (Struck or Fall) Crane tip over Electrocution Struck by load (other than boom/cable) Worker falls Crushed during assembly/disassembly Struck by boom/cab/counterweight This study will first analyze the major direct causes and contributing factors that lead to crane related accident d uring construction activities. This will be done by examining OSHA fatality investigation data, then attempt to explore best practices that Al so, the most hazardous scenarios identified in this research will be used to compare with the newly critically examine the projected effectiveness of this new safet y standard. Objectives o f t h is Study Analyze the direct causes and the contributing factors of crane related accidents to identify the most typical accident scenarios on construction site s An attempt will be made to identify trends or patterns of the causation of crane related accid ents ; Compare the most significant safety hazards in crane operations with the new requirements in OSHA crane and derrick safety rule, to determine the effective ness of the newly proposed rule; Propose crane operation procedures (best practice s ) concerning specific operation s t hat will minimize exposure
14 CHAPTER 2 LITERATURE REVIEW Overview Along with the development of new building technologies, there is an increased need for heavy lifting capabilities to install pre cast components and va rious types of building materials. This is especially true for high rise projects where crane operations are a vital part of the construction process. With heavy lifting capabilities and long spans that can reach remote areas on construction sites, many cr anes have been specifically designed to address these needs. This has been made possible with the introduction of high strength steel in the 1950s (Shapiro and Shapiro, 1988). There are two basic configurations of construction cranes, mobile cranes and tow er cranes. Mobile boom cranes range in size from small, highly mobile cherry pickers, with lift capacities of 15 to 80 tons, to larger models with lifting capacities of up to 1,000 tons and total boom lengths up to 600 ft. (National Safety Council, 1992). Compared with mobile cranes, tower cranes have their own advantages. They can be located internal or external to a building, may or may not feature a climbing section in their support structure that allows elevation gain as the building under construction increases in height, and they may have a fixed horizontal boom with a trolley mounted hoist, or a moveable, variably angled above horizontal boom with a rigged tip (Shapiro and Shapiro, 1988). The construction industry in North America has traditionally em braced a mobile crane culture (Shapira and Glascock, 1996) with the number of mobile cranes in the United States being far greater than the number of tower cranes. Unlike the tower crane,
15 which is essentially a stationary machine, the mobile crane is a sel f propelled mobile machine, capable of moving freely on the jobsite or between jobsites. Although mobile cranes have dominated the North American market, a cultural change appears to be taking place toward a greater use of tower cranes on building projects Ideal for dense urban environments that have a small footprint, they are available in a growing diversity of sizes and configurations (Shapira et al., 2007). Construction Industry Statistics Construction fatalities in the U S represent approximately 16% of all workplace fatalities (BLS, 199 7). The risk of a U S construction laborer being fatally injured at work in any one year is greater than 1:3000 (Shepherd et al., 2000). In 2001, the construction industry had the third highest fatality rate among the nine major economic sectors with 13 .3 fatalities per 100,000 workers; exceeded only by agriculture and mining (Department of Labor 2003). In the United States, construction ranks as the most dangerous industry, representing about 20% of all work related f atalities. During the year of 2009, the number of fatally injured workers in the construction industry was 816, far outweighing the total fatality numbers of industries that came in 2nd and 3rd place (Natural Resources and Mining, Manufacturing). As an int egral part of most construction projects, cranes, when properly operated, contribute substantially to the efficient progress of work. However, cranes also have the potential of causing enormous loss of life and property. One of the major causes of fataliti es during construction is in the use of cranes or derricks during lifting operations (Beavers et al., 2006). Given the size and power of available cranes, the potential for
16 the loss of property and life with operations utilizing cranes without proper plann ing and safety procedures is tremendous (Neitzel et al., 2001). Cranes are normally operated by an operating engineer working with a rigger (who rigs and guides loads) and possibly a signalperson (who guides loads) (Neitzel et al., 2001). The level of saf ety consciousness and knowledge of safety operations for these operators is critical to ensure the well being of the entire procedure. In addition, the risk of loss is not limited only to those directly involved in construction operations, as evidenced by several recent crane accidents in which pedestrians were killed. These include accidents involving truck mounted cranes that visit the site frequently to deliver adequately trained on proper crane operations (Neitzel et al., 2001). How the Crane Related Accidents Happened ? There are a large number of safety devices and procedures designed to reduce the potential for crane accidents. Despite this, the number of injuries and fa talities associated with crane operations remains high. Shepherd and his colleagues (2000) examined descriptive taxonomy of 525 U S crane fatalities and found crane fatalities are not `freak occurrences'; as they are both predictable and preventable, i.e. the massive loss of human life is unnecessary. To classify fatality cases, seven mutually exclusive proximal causes of crane related fatalities and their own contributing factors were proposed by Beavers and his colleagues (2006 ). These include the follo wing: Failure of boom/cable (Struck or Fall) Crane tip over Electrocution Struck by load (other than boom/cable)
17 Worker falls Crushed during assembly/disassembly Struck by boom/cab/counterweight Based on that research, most of the fatalities studied appea r to be due to carelessness or inattention, such as working too close to energized power lines, improper rigging, or lifting loads that exceeded the weight capacities of the cranes. It is management pressures to get jobs done quickly or the lack of quality training for workers, For the 119 victim occupations identified, only 12 were crane operators, leaving 107 victims (90%) who were riggers, laborers, ironworkers, carpenters, etc. It appears to this researcher that there is a systemic problem in the construction industry: lack of training of those who are often required to work in and around crane lifting operations (Beavers et al., 2006). In a study t hat focused on major factors affecting safety in tower crane environments, Shapira and Lyachin (2009) identified 21 major factors affecting safety in tower crane environments and categorized them in 4 major groups: project condition related, environment re lated, human related and safety management related (shown in Table 2 1 ) scored the highest degree of Influence. Site safety management, company safety management, blind lifts mainten ance management, operator character, signal person crane related safety on construction sites. As the newest finding, Vivian and Fung (2011) took the Hong Kong cons truction indu stry as an example, and concluded that factors
18 affecting the safety in tower crane operations include: negligence or misjudgment of participants in tower crane operations, inadequate training, subcontracting practices in tower crane operations, and pressur e from deadlines. Some contractors have improper provisions for safe systems of crane operations Crew members also may have insufficient knowledge of the code of practice which also contributes to the occurrence of accidents. OSHA Standard Requirements for Crane Operation s Construction worker injuries have broad and adverse impacts, which include the personal suffering of the injured workers, construction delays and productivity losses incurred by the construction contractors, higher insurance premiums t hat result from costly injuries and possible liability suits for all parties involved in the project (Hinze and Russell, 1995). The Occupational Safety and Health Administration (OSHA) was established to enforce the general duty clause and the construction safety standards promulgated for the workplace. Considering the pressure from the public and the government, the Occupational Safety and Health Act of 1970 authorized the U.S. Department of Labor to ensure that better safety practices are carried out in p laces of employment. In the Code of Federal Regulations Title 29, Part 1926, that pertains to the construction industry, the requirements for crane operations are addressed in three subparts: Subpart N (Cranes, Derricks, Hoists, Elevators, and Conveyors), Subpart O (Motor Vehicles, Mechanized Equipment), and Subpart R (Steel Erection). The requirements enacted in the 1970 version regulation generally stipulated the standard crane procedures for Material and Personnel Hoists, Lifting Operations Under Overhea d Power lines, and Hoisting and Rigging during Steel Erection.
19 Overhead Power Lines (1926.600) According to Part 1926 -Safety and Health Regulations for Construction in Code of Federal Regulation (OSHA, 2010 ) w hen the equipment that works in the vicinity of power lines or energized transmitters is parked, the parking b rake shall be set. Equipment parked on inclines shall have the wheels chocked and the parking brake set. Exceptions are provided where electrical distribution and transmission lines have bee n d e energized and visibly grounded at the point of work or where insulating barriers, not a part of or an attachment to the equipment or machinery, have been erected to prevent physical contact with the lines For lines rated 50 kV or below, the minimum cl earance between the lines and any part of the crane or load shall be 10 feet. For lines rated over 50 kV, the minimum clearance between the lines and any part of the crane or load shall be 10 feet plus 0.4 inch for each 1 kV over 50 kV, or twice the length of the line insulator, but never less than 10 feet. This equates to 10 feet plus a foot of additional clearance for every 30 kV over 50 kV. In transit with no load and the boom lowered, the equipment clearance shall be a minimum of 4 feet for voltages les s than 50 kV, and 10 feet for voltages over 50 kV, up to and including 345 kV, and 16 feet for voltages up to and including 750 kV; A person shall be designated to observe the clearance of the equipment and give timely warning for all operations when it is difficult for the operator to maintain the desired clearance by visual means Cage type boom guards, insulating links, or proximity warning devices may be used on cranes, but the use of such devices shall not alter the requirements of any other regulation of this part even if such device is required by law or regulation; Any overhead wire shall be considered to be an energized line unless and until the person
20 owning such line or the electrical utility authorities indicate that it is not an energized line a nd it has been visibly grounded Prior to work ing near transmitter towers where an electrical charge can be induced in the equipment or materials being handled, the transmitter shall be de energized or tests shall be made to determine if an electrical char ge is induced i n the crane. All vehicles in use shall be checked at the beginning of each shift to assure that the following parts, equipment, and accessories are in safe operating condition and free of apparent damage that could cause failure while in use : service brakes, including trailer brake connections; parking system (hand brake); emergency stopping system (brakes); tires; horn; steering mechanism; coupling devices; seat belts; operating controls; and safety devices. All defects shall be corrected be fore the vehicle is placed in service. These requirements also apply to equipment such as lights, reflectors, windshield wipers, defrosters, fire extinguishers, etc., where such equipment is necessary. Rigging Equipment for Material Handling ( 1926.251 ) Acc ording to Part 1926 -Safety and Health Regulations for Construction in Code of Federal Regulation (OSHA, 2010), rigging equipment for material handling shall be inspected prior to use on each shift and as necessary during its use to ensure that it is safe. Defective rigging equipment shall be removed from service. Rigging equipment shall not be loaded in excess of its recommended safe working load. Each day before being used, the sling and all fastenings and attachments shall be inspected for damage or defe cts by a competent person designated by the employer. Additional inspections shall be performed during sling use, where service conditions warrant. Damaged or defective slings shall be immediately removed from service.
21 Several limitations shall apply to th e use of wire rope. An eye splice made in any wire rope shall have not less than three full tucks. However, this requirement shall not operate to preclude the use of another form of splice or connection which can be shown to be as efficient and which is no t otherwise prohibited. Except for eye splices in the ends of wires and for endless rope slings, each wire rope used in hoisting or lowering, or in pulling loads, shall consist of one continuous piece without knot or splice. Eyes in wire rope bridles, slin gs, or bull wires shall not be formed by wire rope clips or knots. Wire rope shall not be used if, in any length of eight diameters, the total number of visible broken wires exceeds 10% of the total number of wires, or if the rope shows other signs of exce ssive wear, corrosion, or defect. Hoisting and Rigging During Steel Erection (1926.753) According to Part 1926 -Safety and Health Regulations for Construction in Code of Federal Regulation (OSHA, 2010), c ranes being used in steel erection activities shall be visually inspected prior to each shift by a competent person T he inspectio n shall include the observation for deficiencies during operation. At a minimum this inspection shall include the following: All control mechanisms for maladjustments; Control a nd drive mechanism for excessive wear of components and contamination by lubricants, water or other foreign matter; Safety devices, including but not limited to boom angle indicators, boom stops, boom kick out devices, anti two block devices, and load mo me nt indicators where required; Air, hydraulic, and other pressurized lines for deterioration or leakage, particularly those which flex in normal operation; Hooks and latches for deformation, ch emical damage, cracks, or wear;
22 Wire rope revving for compliance with the hoisting equipment manufacturer's specifications; Electrical apparatus for malfunctioning, signs of excessive deterioration, dirt, or moisture accumulation; Hydraulic system for proper fluid level; Tires for proper inflation and condition; Ground conditions around the hoisting equipment for proper support, including ground settling under and around outriggers, ground water accumulation, or similar conditions; t he hoisting eq uipment for level position; and The hoisting equipment for level position after each move and setup If any deficiency is identified, an immediate determination shall be made by the competent person as to whether the deficiency constitutes a hazard. If the deficiency is determined to constitute a hazard, the hoisting equipment s hall be removed from service until the deficiency has been corrected. The operator shall be responsible for those operations under the operator's direct control. Whenever there is any doubt as to safety, the operator shall have the authority to stop and re fuse to handle loads until safety has been assured. A qualified rigger (a rigger who is also a qualified person) shall inspect the rigging prior to each shift in accordance with § 1926.251. The headache ball, hook or load shall not be used to transport per sonnel except as provided in paragraph (c) (4) of this section. Cranes or derricks may be used to hoist employees on a personnel platform when work under this subpart is being conducted, provided that all provisions of § 1926.1431 (except for § 1926.1431(a )) are met. Newly Proposed Cranes a nd Derricks in Construction Final Rule Construction fatalities continue to occur in the construction industry in spite of the comprehensive safety standards specified in Title 29, Part 1926, of the Code of
23 Federal Regulatio ns (Ringen and Stafford 1996). Current OSHA crane regulations were enacted approximately 40 years ago, and have long needed updating (Peraza and Travis, 2009). The recent rash of crane accidents across the United States, and even internationally, crane use in the construction industry (Peraza and Travis, 2009). In July, 2010, OSHA released a historic new standard, addressing the use of cranes and derricks in construction and repla cing a decades old standard. The significant number of fatalities associated with the use of cranes and derricks in construction and the considerable technological advances in equipment since the publication of the old rule, issued in 1971, led the Labor D epartment to undertake this rulemaking. As subpart C C of the Code of Federal Regulations Title 29, Part 1926 (Construction), this new standard will address key hazards related to cranes and derricks on construction worksites, including the four main cause s of worker deaths and injury, including electrocution, crushed by parts of the equipment, struck by the equipment/load, and falls. The standard procedure for crane and derrick operation must be developed by a f specified requirements, such as providing adequate support and stability for all parts of the equipment, and positioning employees involved to minimize exposure to any unintended movement or collapse. For crane assembly and disassembly operations, the ne w standard requires that satisfy a number of specified requirements, such as providing adequate support and
24 stability for all parts of the equipment, and positioning employe es involved to minimize exposure to any unintended movement or collapse. Also, the rule requires the work to be directed by an A/D (Assembly/Disassembly) director. The A/D director must meet the director must also address hazards associated with the operation, including 12 specified areas of concern: site and ground conditions, blocking material, proper location of blocking, verifying assist crane loads, boom and jib pick points, center of gravity, stability upon pin removal, snagging, struck by counterweights, boom hoist brake failure, loss of backward stability, and wind speed and weather. The new standard also includes requirements concerning operator qualification and c ertification. To go through the certification process, the crane operators must take a written examination that includes the safe operating procedures for the particular type of equipment the applicant will be operating and technical understanding of the s ubject matter criteria required. Except for the written exam, a practical exam must be taken that demonstrates that the applicant has the skills needed to safely operate the equipment, the ability to properly use load chart information and recognize items required in the shift inspection The new standard also requires the assessment of the qualifications of the rigger and signal person. A qualified rigger is a rigger who meets the criteria for a qualified person. Employers must determine whether a person is qualified to perform specific rigging tasks. Each qualified rigger may have different credentials or experience. A qualified rigger is a person that: P ossesses a recognized degree, certificate, or professional standing, or H as extensive knowledge, trai ning, and experience, and
25 Can successfully demonstrate the ability to solve problems related to rigging loads. Since each load that requires rigging has unique properties that can range from the simple to the complex, employers must make sure the rigger c an do the rigging work needed for the exact types of loads (such as structural components or unstable, unusually heavy objects) and lifts for a particular job with the equipment and rigging that will be used for that job. For the signal person qualificatio ns, a signal person is considered qualified if the following is demonstrated: Knows and understands the type of signals used at the worksite. Is competent in using these signals. Understands the operations and limitations of the equipment, including the cr ane dynamics involved in swinging, raising, lowering and stopping loads and in boom deflection from hoisting loads. Knows and understands the relevant signal person qualification requirements specified in subpart CC (1926.1419 1926.1422; 1926.1428). Passes an oral or written test and a practical test. According to OSHA, t his final standard is expected to prevent 22 fatalities and 175 non fatal injuries each year.
26 Table 2 1. Factors a ffecting s afety on c onstruction s ites with t ower c ranes (Shapira and Lyach in, 2009) Group Factor Definition Project Condition Obstacles and congested site crowded site Power lines Overhead power lines located within Blind lifts Obstruction of work (load ing, unloading, travel) zone from operator view Overlapping cranes Overlapping work envelopes of two or more cranes Sight distance and angle Sight distance and angle from loading/unloading zones, as determined mainly by height of cab Cab ergonomics Ergonomic level of operator cab for work convenience Length of work shift Overtime (commonly into the Night) as an indication of Multiple languages Different languages used on site by operator and by ground crew Operator aids Optional operation aids, in excess of standard aids required by safety regulations, for increased safety Type of load Type of load, including rigging method Environment Winds The effect of winds mainly on the lifted load but also on the c rane itself Weather Extreme temperatures and other weather phenomena (excluding winds) Visibility Poor visibility (mainly of operator but also of others on site) Human Factor Operator proficiency Experience and proficiency of crane operator Operat or character Behavioral patterns and mental capacity of the crane operator Employment source Crane operator is on the construction Superintendent character Behavioral patterns and mental capacity of the superintendent Signalperson experience Experience of workers employed for signaling and rigging Safety Management Site level management Safety management at the site level Company level management Safety policy and management at the company level Maintenance man agement Maintenance level of the crane and lifting accessories
27 CHAPTER 3 METHODOLOGY The Bureau of Labor Statistics (BLS) reported that during the year of 2009 the construction industry (including private and public sector) had 816 cases of fatal occupa tional injuries. This exceeds the combined total number of the second and third highest industries on the fatal occupational injuries list (Natural Resources and Mining and Manufacturing). Hazardous crane and derrick operations were no doubt one of the maj or causes of construction worker fatalities. OSHA was created through the passage of the Occupational Safety and Health 2009). However, in spite of the specified in Title 29, Part 1926, of the Code of Federal Regulations, numerous fatal accidents continue to happen in the construction industry. By reviewing the Code of Federal Regulations (Title 29, Part 1926), Subpart N (Cranes, Derricks, Hoists, Elevators, and Conveyors), Subpart O (Motor Vehicles, Mechanized Equipment) and Subpart R (Steel Erection) were identified as the three subparts that a ddress crane or derrick lifting and hoisting operations. New types of cranes or certain crane operation techniques were introduced along with the growth of the construction industry after 1971 when the original version of the crane and derrick rule became effective. The potential hazard incurred by these newly introduced crane models and changes in building techniques might be the reason that numerous crane related fatal accidents have occurred. Another explanation for the large number of fatal injuries tha t occurred in construction might be that the requirements
28 enacted in the Code of Federal Regulations (Title 29, Part 1926) had not been fully implemented in the work place due to different understandings or lack of attention. Thus, the first stage of this research will focus on identifying the direct causes of crane related fatalities and also the contributing factors of crane related accidents by Information System (IMIS). Then, in the second stage, the predominant causes and factors will be examined to compare with the newly proposed OSHA crane and derrick standard. This will be done to critically examine the effectiveness of this newly proposed crane and derrick standard. Finally, during the third stage, best practices for crane operations will be proposed based on the previously identified typical accident scenarios on construction sites to alleviate the opportunity of serious crane related accidents, and to equip workers with adequate knowledge for self protection. Phase 1 OSHA Fatality Data Review a nd Categorization The first part of this research dealt with the categorization of the causes of the fatal n System. This database included records of 8042 fatalities that occurred in the inclusive years of 2000 to 2009. A text search was conducted of the narrative information available in the to locate relevant fatality cases involving crane operations. There were 445 fatality records in the fatality database t In addition, 18 records were found that e identified by searching correlation between crane operation and the occurrence of the accident, some fatality cases were eliminated
29 after the initial screening. A total of 571 relevant crane f atality cases were ultimately identified for use in this research. After identifying the relevant fa tality records in the database, a two dimension al categorizing standard was introduced to further examine and categorize all the fatal accident cases. By re ferring to relevant literatures concerning causes of crane operation related fatality, it is found that seven mutually exclusive proximal causes of crane related fatalities were used for classifying the case files in research done by Bea vers and his collea gues (2006) After initial screening of OSHA s fatality data, researcher found that in some crane related cases, workers were actually not struck by boom cab counterweight or crane s load. Striking by falling or unstable materials were the direct causes of worker s death. It was necessary to add another direct cause -s truck by object (other than Load or Equipment ) to the total seven causes identified in the study conducted by Bea vers and his colleagues (2006) Thus, the following eight mutually exclusive direct causes of crane related fatalities were used as the first dimension of the categorizing standard to examine the fatality case files : Failure boom/cable (Struck by or Fall); Crane tip over; Electrocution; Struck by load (other than boom/cable); Worke r falls; Crushed by equipment during assembly/dis assembly; Struck by or caught in/btw by heavy equipment ( cab /boom /counterweight ) ; and Struck by object (other than Load or Equipment ) Researcher prepare to choose these 8 mutual exclusive direct causes tha t leads to the fatal accidents as the first dimension of the categorizing standard, such as hit by failure boom/cable, e lectrocution or struck by load.
30 On the other perspective, in a previous research conducted by Shapira and Lyachin (2009), 21 contributin g factors affecting safety in tower cra ne environments were identified. After added 7 other contributing factors to this list, researcher further categorized them into 5 major group s, which are p roject conditions related factor s e nvironment related factor s h uman factor s, safety management related factors, and other factors The specific factors in each category are: Project conditions related factor s : Obstacles and congested site, Failure to maintain power line clearance, Blind lifts/operation, Overlappin g cranes, Sight distance and angle, Cab ergonomics, L ength of work shift, Miscommunication or Multiple languages, Operator aids, Overload (Load's weight), Load with irregular shape or dimension, Unstable ground condition and No Outrigger/Outrigger failure ; Environment related factor s : Wind, Weather and Visibility; Human factor s : Operator's proficiency/character, Rigger's proficiency/character, Employment source, Foremen/Super's experience/character, Ironworker's experience/character, Signalmen's experience/ character, Improper pin removal in assembly/disassembly; S afety management factors : Site level management, Company level management and Maintenance manageme nt; Other factors Thus, by introducing these 28 contributing factors affecting safety in tower cran e environments, another dimension of the categorizing standard is identified, such as Length of work shift, unstable ground condition or Operator proficiency. After further categorizing all the fatality records from database by this two dimension standard, the direct cause and the corresponding contributing factors that resulted in crane related fatal accident will be exposed. The results of the first stage (typical accident scenarios of crane related accidents) were used as the input of the second stage to examine the effectiveness of the newly proposed crane and derrick rule.
31 Phase 2 Solutions for Typical Crane Accident Scenarios in New OSHA Rule Many serious crane accidents have occurred on construction sites. Those that took place on crowded urban constr related injuries, illnesses, standards to cope with the seri ous fatal accidents. The second part of this research was about comparing the results obtained from the first part (the direct causes and the contributing factor s that resulted in crane related fatal accidents) to the changes that were made in the newly pr oposed OSHA crane and derrick safety rules. By further comparing the adjustments that have been made in proposed crane and derrick rule with the direct causes and contributing factors of fatal accidents, the effectiveness of this newly propose d standard might be predicted. If the primary fatal accident causes and their contributing factors are covered by the requirements and adjustments in the new version of the OSHA crane and derrick rule, the new standard will probably be effective in reducin g the number of fatal accidents resulting from crane operations. If the proposed improvements and adjustments are not applicable and do not address the primary causes and contributing factors of crane related fatalities, then major improvements and adjustm ents are still needed in the crane and derrick rule. The deliverable result of this comparison phase would be possible improvements and adjustments for the new version OSHA crane and derrick standard. The potential result of the second stage made the third stage of this research necessary.
32 Phase 3 Best Practices Addressing Specific Crane Operation al Hazards Based on the possible improvements and adjustments to the OSHA crane and derrick rule derived from the previous phases, best practices concerning specif ic typical scenarios on construction site were proposed. Since the objective of this phase was to cover existing safety hazards during crane operation the po tential best practices would be effective in reducing the number of fatal accidents that relate to crane and derrick operations. Besides proposing best practices to cope with the current risky operations, a few typical accident scenarios involving crane operations were showcased and analyzed. In addition, as the deliverable and applicable result of pha se 3, methods and are proposed to alleviate the long standing problem of construction industry and better protect the safety of construction workers.
33 CHAPTER 4 RESULTS 571 crane related fatality accidents that occurred from 2000 to 2009. Most of the accidents led to the death of one construction worker; however, 13 cases caused multiple fatalities (11 cases that led to the death of two workers and 2 cases that each resulted in the death of three and four workers). Thus, there were 587 construction worker deaths associated with the 571 incidents. Of the 5 87 workers that were killed, 37 5 were riggers and laborers (helpers), which represented 64.22% of the worker deaths. There were 105 crane operators that died in these incidents, representing 17.89% of the crane related worker deaths (Shown in Figure 4 1 ) Other than these two main groups, there were 3 3 steel/iron workers, 27 assemblers, 8 signalmen, 7 superintendents/foremen got killed by faulty crane operation during construction activity toke place. At last, 32 other types of workers or pedestrians killed by crane related accident from 2000 to 2009. Figure 4 1 job title s in crane related accidents ( n=587 )
34 The construction industry in North America has traditionally been a mobile crane culture (Shapira and Glascock, 1996). The statistics of different types of crane s involved in accidents c onfirmed the statement that mobile crane are the backbone of the U.S. construction industry. For all the cranes or other types of equipment that led to or involved in fatal accidents, 3 48 of were truck mounted cranes with rubber tires, with hydraulic or la ttice booms, which accounted for 60 % of all the equipment involved with worker fatalities (shown in Figure 4 2 ). Other th an mobile cranes, aerial lifts were the second most common type of equipment that were involved in crane accidents (involved in 62 case s, accounted for 1 0 % of all types of equipment). A erial lifts were mainly designed to transport personnel or materials to higher elevations. Other types of equipment were also involved in serious crane related accidents, including crawler cranes (involved with 2 6 cases), concrete pump trucks (involved with 21 cases), digger derrick trucks (20 cases), backhoes (18 cases) and excavators (16 cases). Figure 4 2 Types of equipment that involved in crane related accidents (n=571)
35 To obtain a better understan ding of the 571 crane related fatality accidents, and to identify the primary accident causes, eight mutually exclusive direct causes of crane related fatalities were defined: Failure of boom/cable (Struck by or Fall); Crane tip over; Shock (electrical) ; Struck by load (other than boom/cable); Worker falls (from elevation) ; Crushed by equipment during assembly/dis assembly; Struck by or caught b e tw een equipment ; and Struck by object (other than l oad or e quipment ) To bett er capture the essence of how the a ccident happened in each scenario, and to categorize each of the OSHA fatality cases. It is important to examine the eight mutually exclusive direct causes. The first direct cause of crane related accidents was failure of the boom/cable. As a result of suc h a failure, the operator might be crushed in falling parts; or the worker working on the crane body has the risk falling from elevation. The second category of crane rela ted accidents was the crane tipping over Various reasons would lead to the crane losing its balance and tipping over. Overloading the crane was the main reason for the crane tipping over. Also, uneven or unstable ground conditions, especially when the out riggers were not properly deployed in the tipping over of the crane. When tipping over, any employees working in aerial lift baskets or platforms will probably fall or land on the ground if fall protection was not provided or utilized. Also, when a crane tips over, workers located under the radius of the unstable crane might be struck by the crane.
36 The third direct cause of crane related accidents is electrical shock. Most of the workers that were electrocuted by making body contact with electrified equipment. A crane might make contact with a power line and if a worker standing on ground made direct contact with the crane or conductive load or cable connected to the c rane, the some cases, electrical workers made direct contact with overhead power distribution line or transmission line with their hands or other parts of their bod ies while performing installation or repair work on electrical poles. The fourth category of crane related accidents was worker struck by load (other than boom/cable). Most of the workers that were struck by the load being handled were riggers or laborers that were handling loads or they worked as signalpersons that gave directions to the crane operators. With heavy lifting capacity of cranes and the long span of the booms, cranes that were introduced to the industry made material lifting and moving much ea sier and faster. However, if the load was not properly rigged or connected to the crane hook, it would pose significant hazard to the workers located The fifth direct cause of crane related accidents was workers falli ng from elevation. Nearly one third of the crane related fatalities were due to falling. The iron/steel workers performing steel erection work at certain heights are commonly subject to the risk of falls. When the unfixed steel beam was unsettled, the iron worker who was sitting on or working around that beam might fall from certain height if he was not properly tied off. Also, workers involved in the assembly or dismantling of boom sections might also fall due to loss of balance.
37 Worker being crushed by eq uipment (or parts) during assembly/disassembly was sixth category of crane the lattice booms commonly need to be dismantled before relocation. When torn down and moved to a new site, assemblers are in charge of reassembling the crane to its working condition. In case of t he assembly/disassembly work was done in such a hurried manner, it could pose a massive safety hazard and lead to fatal accidents. The seventh category of crane related accidents pertains to workers getting struck by or caught in/between by heavy equipment. Such accidents are commonly caused by the failure to maintain proper clearances around the working radius of cran es. The last or eighth category of crane related accidents pert ains to workers being struck by objects other than the load or equipment. These accidents might be attributed to disordered site management and the unsafe stocking of material. If stock materials at certain elevation were not properly secured, they might b e unsettled and struck innocent workers in case no safety net or other protection in place. General Statistics on Direct Causes of Crane Related Accidents After the direct causes of crane related accidents were clearly defined, the data could be evaluated. Among the 571 fatality accidents identified, 140 accidents were involved with electrical shock, which represented 24.52% of all the cases (Shown in Table 4 1 ) The second most common causes of crane related fatal injuries were worker falls (from elevation ), which accounted 22.07% of all the worker death (126 cases). Among the direct causes that accounted more than 10% of the fatal accident samples, 73 workers (12.78% of the entire collection) died from being striking by or being caught in/between by equipm ent. Being struck by the load (other than boom/cable) was the fourth most common cause with 72 cases (12.61% of the entire collection). Other than
38 these causes, there were 50, 33, 36, 41 deaths respectively from crane tip over, struck by object other than equipment or load, failure of the boom/cable (Struck or fall) and crushed during assembly/disassembly. Table 4 1. Proportion of fatality cases for each direct cause Direct Causes This section contains Shock (electrical) 140 (24.52%) Worker falls (from e levation) 126 (22. 07%) Struck by or caught between equip ment 73 (12.78%) Struck by load (other than boom/cable) 72 (12.61%) Crane tip over 50 (8.76%) Crushed during assembly/disassembly 41 (7.18%) Failure boom/cable (Struck or fall) 36 (6.30%) St ruck by object (other than Equipment or Load) 33 (5.78%) Total 571 (100%) struck by something and killed. When these categories were grouped together, the total representing 31.17 % of all the crane related accidents. The causes that occurred most frequently addressed hazardous operations to prevent workers from being struck by, electrical shock or falls from elevation.
39 In addition to the eight direct causes, 28 contributing factors were identified that led to the accidents. These factors were categorized into 5 major groups, including project conditions, environment related factors, human factors, safety management related factors, and ot her factors. Consider a scenario in which a crane operator was crushed in the cab when the cause that he crane happened. For example, the load being lifted might exceed its loading capacity. As a result of overload, the crane tipped over. Then, overloading the crane woul d be identified as the contributing factor on this crane related accident. 29.77% of the ca ses in this sub c ategory (shown in Figure 4 3). Figure 4 3. Contributing factor (n=178)
40 In addition, 36 fatality cases (accounted 20.22% in this category) were the result of cient experience or the physical failure of the rigging cable, or the hoisted load falling from the equipment and striking a worker on the ground. Other than poor performance of crane operators and riggers, site safety management could also be a significan t contributor to crane related accidents. A total of 30 fatal accidents (accounting for 16.85% in this struck by sub category) were related to disordered site safety management. Under the sub cat egory of struck by load ( other than cable and boom ) 2 8 cases (accounted for 3 8. 8 9 % in this sub category) were caused by unsafe rigging operation s If the load was not properly secured on the crane hook with durable rigging accord ing to standard procedures, the load might fall directed from the hook and struck the r igger or the laborer on the head. Specifically, load with irregular shape or dimension needed m ore attention when rigged to the crane hook, since th is type of load was much easier to slide from the rigging (if not properly secured) and fall freely during l ifting operation. Other than unsafe rigging operations, rigging failure might also lead the load to fall from crane hook and strike workers. The wire rope used for hoisting should to be inspected prior to each work shift. In case of the sign of corrosion, electric arc damage or any other damages that would compromise its strength was identified, it must be replaced immediately. Failure to perform the wire rope inspection or continue to use the wire rope with serious damages would significantly increase the hazard exposure for employees worked under the crane hook. In the scenario when worker s were struck by or caught between e quipment faulty operation by the operator was identified as the contributing factor of 3 8 fatality cases
41 (represented 5 2.05 % in this category) Due to faulty operation, workers who operated the forklifts to rise to a higher elevation would got caught between the top rail of the lift and overhead structure member and died. Except faulty equipment operation, poor site level safety manage ment was identified as another main factor that contributed to boom was swing ing, on site workers should maintain certain clearance with the cr ane boom s work ing radiu s. Under the sub category of worker struc k by object (other than Equipment or Load), poor site level safety management was identified as the main contributor of crane related accidents Accidents due to unsafe material stocking accounted for 27.27% in this category In case the material s were not firmly secured while stock ed at certain elevation, it might fall and fatal ly injured workers when unsettled Among the 1 40 fatality cases caused by shock (electrical) 1 33 working crews had failed to follow the OSHA crane standard that required maintainin g proper clearance electrocution. In the scenario when worker fell (from elevation) there was possibility that fatal accidents never happened if workers had their harness on, and tied it off to a secure position. Several accidents happened where there was no fall protection provided or workers failed to safely tie off ulation was ignored completely or paid little attention due to disordered site safety management. Thus, poor site level safety management was identified as the major contributing factor in this category.
42 Among all the workers that lost their life due to cr ane tipping over, crane operator represented 5 2 % of entire population (shown in Figure 4 4) When the crane tipped over, if the operator can not evacuate from cab immediately, the possibility of being crushed in the cab is relatively high. Upon th several answers based on the statistics analysis 26 % of the cranes that tipped over were due to unstable ground condition (shown in Figure 4 4) In the process of moving the crane with the boom stretc hed out, when stepped on stairs or uneven ground condition, the crane have a fairly high possibility to lose its balance and tip over. Another significant factor that could lead the crane to tip over is overload. It is quite dangerous to apply load that ex ceed the maximum capacity during probably would tip over with overloaded structure and crushed employee to death. Other than unstable ground condition and overloa d, load with irregular shape or dimension, outriggers that were not fully deployed might also add the opportunity for the crane tipping over. Some accidents would not occur if the outriggers were set in place. Figure 4 4 Contributing factors (n=50)
43 In all the 36 cases that related to the boom/cable failure, 11 cases (represented 30.56% of all related cases) were caused by improper assembly (shown in Figure 4 5). Assembly and disassembly operations that take place in hurr ied manner would increase were not carefully understood and strictly followed during assembly operation, things could go terribly wrong even if just a single positioning pin was not properly secured. Another contributing factor that could lead to a crane structure failure was overdue crane service and maintenance which accounted for 16.67% of all the related cases. Some companies failed to service their equipment accordin recommendations due to fin ancial or other considerations. Using equipment that had already passed their service period limitation could pose a serious safety hazard to employees. Figure 4 5 Contributing factors (n=36) In one case, a 43 year old worker received fatal injuries due to a failed lattice boom on a crawler crane that fell on top of him. The crane had been built in 1964, and was bought by the company on April 29, 2008. The company nev er performed an annual inspection of the crane or a monthly one, and documentation was not available
44 to indicate any maintenance had been done to the crane. Other than that, several lacings were bent on this crane, and that the angles and spacing of the re paired lacings were uneven. Instead of dismantling this old crane and reclaiming the parts, the company continued to use this crane for lifting operations, which created a massive safety hazard for employees. In the last scenario, the situation was much m ore straightforward when the crane crane assembly/disassembly worker. In 37 out of 41 cases, workers were killed during disassembling of the booms of cranes. The other 4 w orkers were killed when trying to attach an extension to the boom of the crane. They got struck either by booms that were not safely fixed, or counterweights just dismantled from the crane structures. Unsafe pin removal was identified as the most significa nt contributing factor in this category of assembly/disassembly. During one case of crane disassembly, an employee tied off to the live load line and was pulled into the hoist drum, resulting in a fatal crushing injury. It to hold safety seminars or training sessions to teach the worker how to protect themselves during the assembly/ disassembly operations. In Depth Analysis -Struck by Accidents As discussed above, 178 crane related fatality cases were involved with worker s got struck by loads, equipment or objects from 2000 to 2009, based in OSHA fatality records. Specifically, 72 cases consisted of workers who got struck by the load; 73 cases consisted of workers who got struck by equipment; and 33 cases involved workers who got struck by objects (shown in Figure 4 6 ) Among all the decedents, 123
45 primarily involved with rigging and lifting operations. Other than riggers/laborers, 29 of t he victims were equipment operators. Figure 4 6. Typical s (n=178) Among all the 178 struck by fatality cases 105 cases were involved with mobile cranes with lattice booms or hydraulic booms. There were 17 deaths involv ing struck by aerial lifts. Seventeen accidents involved with backhoes. In several cases the backhoe operator got out of the cab to perform loading or other activities and left the engine running. When the boom swing control was accidentally triggered, the victims were (shown in Figure 4 7). Figure 4 (n=178)
46 I n Depth Statistics Struck Accidents Among 72 accidents where workers were struck by loads, 28 cases were due to unsafe rigging opera tions. In some cases, the load was not properly secured on the crane hook according to standard practices and the load would slide in the wire rope and strike the rigger or the laborer. Specifically, loads with irregular shapes or dimensions needed more at tention when being rigged to the crane hook. Eleven accidents were caused by before the rigging was completely disconnected from the load or the load was hoisted when it w as not totally fixed. Subsequently, the loose load fell from supporting parts and pinned worker underneath. Ten worker fatalities were caused by rigging hardware failure. These involved companies either having no rigging assembly inspection done or they co ntinued to use wire ropes even though there were signs of corrosion or other damage that were spotted during their inspections. Of all the 72 victims that struck by a load, 19 of them were struck by steel beams or other structural members, represented 26% of all victims in this sub category (shown in Figure 4 8). 5 of them were struck by hoisting pipes, and 5 workers were struck by concrete forms. Most of worker died in these category were performing erection works of steel members. In several cases, when the steel beam was placed on other supporting members, operator lowered the boom to release the tension on the load line. After that, the operator intended to sw i ng the boom to engage another construction activity However, the operator forgot that the loa d still connected to the crane hook by wire
47 rope. When the boom was moved, the unfixed steel beam was unsettled. It fell from high elevation and struck the steel worker or rigger. Several workers were struck by load when performing pipe l a ying or material unloading activities. Based on the narrative descriptions, the struck body part was able to be identified in 45 cases. A total of 27 were struck on the head; others were struck on the torso, chest, hip, etc. Figure 4 8. Types of loads that struck worker s (n=72) In several cases, workers were engaged in activities that were performed at elevation. Workers were killed when the unsafe hoisted load fell and struck the workers, or the workers fell from elevation to the ground and got kille d. Workers might los e their lif e as the direct cause in this scenario, since the workers were struck by the loads which was the leading factor for the workers to lose their balance and fal l. Being caught between the swinging boom and other parts of the equipment and being struck by the swinging boom in its working radius were identified as the most Among 73 wor kers that were killed due to struck by or caught in/between equipment, 16
48 workers were struck b y the swinging boom against other parts on the equipment, such as outriggers, cabs or hydraulic cylinders (shown in Figure 4 9). One typical safet y hazard for backhoe operators was not ic ed. In more than ten cases, the backhoe operator got out of the machine and left the engine running. Th e operator might intend to load something at the staging area or to talk with other on site workers. However, whe n he approach ed the backhoe on the way returning to the cab, the boom swing pedal or control was accidentally triggered. Subsequently, t he operator was struck by the swinging boom against the outriggers or o the r parts of the machine. Figure 4 9. Typ es o f equipment involved with equipment accidents (n=73) Another typical safety hazard identified in this subcategory concerned the operators of aerial lifts or other personnel lifts. In a typical scenario, the aerial lift operato r first got into the bucket and was lifted to a certain height using the controls on the operating console. After finishing the work, the operator used the controls to lift the was caugh t between the bottom of an overhead steel beam and th e platforms control console (in
49 some other cases, the top rail of the bucket). More attention is needed for the operators to use aerial lifts in an area with low overhead clearances. Struck by unstable o bjects and struck by falling materials were identified as the were struck by objects, 13 were struck by unstable objects such as panels or walls that erected by cranes. In til t up construction, the experienced and competent personnel were required to make sure that pre cast members were totally stabilized and secure with other members that had already been erected before signaling the crane operator to release the tension on th e loading cable. Twelve workers were struck by falling objects. In one case, the forklift operator was booming in and placed the forklift in reverse when the mast of the forklift came in contact with the steel structure. This caused the pre cast hollow co re panels to shift off the forks. The panels fell onto an employee walking underneath. Materials placed above the ground elevation need to be stocked properly and secured on a well managed construction site. The willful violation of material stocking and h aving no overhead fall Figure 4 10. Types of o bjects that struck workers (n=33)
50 Relevant Requirement s in Newly Proposed OSHA Rule In the newly proposed crane and derrick rule, OSHA specifie d that upon the completion of crane boom assembly, the equipment must be inspected by a qualified criteria. Equipment must not be used until it has passed such an inspection A competent person must begin a visual inspection prior to each shift that the equipment will be used, which must be completed before or during that shift. The inspection must consist of an observation for apparent deficiencies. Taking apart equipment co mponents and booming down is not required as part of this inspection unless the results of the visual inspection or trial operation indicate that further investigation necessitates taking apart the equipment components or booming down is needed. These requ irements about post assembly inspection would significantly lower the possibility that structural failures or parts failures due to improper assembly. Thus, the number of victims that were struck by equipment (due to a boom failure) is going to be effect iv ely reduced. unsafe practice OSAH made new r equirement s for Rigger Qualification in newly proposed crane and derrick rule. Employers must use qualified riggers during hoisting activities for asse mbly and disassembly work. Additionally, qualified riggers are required whenever workers are within the fall zone and hooking, unhooking, or guiding a load, or doing the initial connection of a load to a component or structure. In essence, employers must m ake sure the person can do the rigging work needed for the exact types of loads and lifts for a particular job with the equipment and rigging that will be used for that job.
51 operation OSHA made r equirement s for crane operator when worker s are out of sight Before a crew member goes to a location that is out of view of the operator, the crew member must inform the operator that he/she is going to that location. Where the operator knows that a crew member went to a location, the operator must not move any part of the equipment (or load) until the operator is informed in accordance with a prearranged system of communication that the crew member is in a safe position. Also, to reduce the a ccidents caused by faulty operation, the situations like blind lifts need to be avoided. Otherwise, a competent spotter is required to give To minimize the number of fatality cases that l ead by f ailure of rigging hardware OSHA also required that a competent person must begin a visual inspection prior to each shift the equipment is used, which must be completed before or during that shift. The inspection must consist of the observation for apparent deficiencies of wire ropes (running and standing) that are likely to be in use during the shift. The deficiencies include significant distortion of the wire rope structure such as kinking, crushing, un stranding, bird caging, sig ns of core failur e or steel core protrusion between the outer strands. The inspector also needs to pay attention to significant corrosion, electric arc damage (from a source or heat damage, improperly applied end connections, and significantly corroded, cracked, bent, or w orn end connections. A monthly inspection and also annual/comprehensive inspections are to be conducted by a qualified person on wire ropes in use on equipment. If a deficiency is
52 identified, an immediate determination must be made by the qualified person as to whether the deficiency constitutes a safety hazard. These requirements about wire rope inspection would significantly lower the possibility of load line failures. Thus, the number of victims that are struck by the load (because of cable line failure) is going to be effectively reduced. Therefore, according to the comparison between the accident cause statistics and OSHA rules, the newly crane accidents. To further pre vent assembly/disassembly workers from being struck by boom, counterweights or other parts of crane, OSHA made requirements concerning the safety of assembly/disassembly operations in the newly proposed crane and derrick rule. When assembling or disassembl ing equipment (or attachments), the employer must comply with all applicable manufacturer prohibitions and must comply with either manufacturer procedures applicable to assembly and disassembly, or employer procedures for assembly and disassembly. Assembly /disassembly must be directed by a person who meets the criteria for both a competent person and a qualified person, or by a competent person who is assisted by one or more qualified persons. Before commencing assembly/disassembly operations, the assembly/ disassembly director must ensure that the crew members understand their tasks, the hazards associated with their tasks and the hazardous positions/locations that they need to avoid. To avoid the condition that worker b eing struck by the swinging boom in cr working radius OSHA made related requirements in section of work area control in the newly proposed rule. The requirements of this section apply where there are accessible
53 r temporarily mounted) poses a reasonably foreseeable risk of: (i) Striking and injuring an employee; or (ii) Pinching/crushing an employee against another part of the equipment or another object. To prevent employees from entering these hazard areas, the employer must train how to recognize struck by and pinch/crush hazard areas posed by the rotating superstructure and erect and maintain control lines, warning lines, railin gs or similar barriers to mark the boundaries of the hazard areas. Where any part of a crane/derrick is within the working radius of another crane/derrick, the controlling entity must institute a system to coordinate operations. By imposing requirements li ke post assembly inspection, wire rope inspection and operation rules for crane operator when workers are out of sight In Depth Analysis -S hock ( Electrical) Accidents Shock (Electrical) accide nts accounted for 17% of all construction related fatalities recorded by the Occupational Safety and Health Administration between 1985 and 1989. From 2000 to 2009, 140 crane related fatality cases involved workers who were electrocuted by direct/indirect contact with overhead power lines. Same 69.29%) were riggers/laborers. When crane booms are stretched and maneuvered to engage in work near overhead pow er lines, worker safety is jeopardized if adequate clearance is not maintained. When the swinging booms or load lines make contact with power lines, the riggers or laborers whose hands were on the tagline to guide the lifting
54 object would become a part of the circuit that led the electricity to the ground and subsequently, got electrocuted. However, when the boom of a crane makes contact with overhead power lines, the survival opportunity for the operator in the cab was better than for the rigger or laborer In most cases, the operator will be safe as long as the operator remains in the cab. Among the 140 crane related electric shock accidents, 30 of the victims were operators (accounting for 21.43% of all decedents). When the boom made contact with the high voltage power line, most of operators tried to escape from the cab immediately However, dangerous behavior during escape was the reason that led to their deaths. The decedents typically got electrocuted when their hands were on feet made contact with the ground. Actually, the act of evacuation made them body became a part of the circuit that led the electricity to the ground. A few decedents in this category were electrical workers or street signal workers. In Depth Statistics C oncerning Shock ( E lectrical ) Accidents Between all the heavy equipment that is involved with the electrocution of workers, 79 pieces of equipment were mobile cranes like truck mounted cranes or boom trucks, which are very common in North American construct ion industry (shown in Figure 4 11 ) Eighteen victims in this type of accident got killed by working with aerial lifts. Seventeen decedents were holding controllers next to concrete pump trucks to guide the concrete pipe when concrete was pumped into forms When the pumping pipe needed to be repositioned, the boom on the concrete pump truck needed to be moved (higher, lower or horizontally) accordingly. The boom then made contact with the overhead power line. The worker holding the tagline became a part of the circuit that led the electricity to the ground, resulting in an electrocution.
55 Other than mobile cranes aerial lifts and concrete pump trucks, drill rig (digger derrick truck) and excavator were identified as the involved equipment in 14 and 6 electr ocution cases respectively Commonly, t he boom of the drill rig made contact with the power line when the boom was raised to pull the drill rod out of the ground after completing the hole drilling activities. S ide boom unit (2 cases involved) track hoe ( 2 cases involved), crawler crane (1 case involved) derrick crane (1 case involved) were also found to involve with crane related electrical shock accidents. Figure 4 1 1 (n=140) Among 140 crane related accidents, the voltage of involved power line was provided in 90 cases. The voltage ranged from 480 V to 220 KV (transmission line). The voltage in 69 cases (49.29%) was in the range of 7,000 20,000V. Multiple injuries were relatively common in these electrical shock accidents There were 22 fatality cases that involved more than one victim (injured or killed). In one case, 4 on site laborers/helpers received an electric shock and one of them was electrocuted. Lack of necessary information for self protection might be a reason for multiple injuries. Several workers or foremen were electrocuted by reaching and making contact with the bodies of workers
56 who had already been electrocuted. They were trying to free the worker from the power line. In such cases, using an insulated object would be a safer way to take the power line away from the victim. Objects that made direct contact with power lines were identified in 128 cases (shown in Figure 4 12 ) The crane boom made contact with the power line i n 67 cases. The load line (wire rope) made contact with the power line in 2 5 cases. Other than equipment that made contact with the power lines, 14 cases were identified where workers made direct contact with high voltage power lines. To be specific, hands were the main body part that victims used to make direct contact with power lines. Figure 4 1 2 Objects tha t made contact with power lines (n=128) Movement of the heavy equipment at the time of the electrical contact was provided in 57 cases. There wer e 21 fatal accidents when the crane operator raised the boom into the power line. In 12 fatal accidents the cranes were maneuvered to move into certain positions. Lowering and swinging were identified as the boom movement in 9 and 8 cases, respectively. Ad ditionally, the crane s boom maintained still (no movement) when the electrocution happened. In these 5 cases, worker made direct contact with power lines while working on an aerial lift or elevated platform.
57 Figure 4 13. M ovement of e quipment when acci dents happened (n=57) Relevant Requirement s in Newly Proposed OSHA Rule In the newly proposed crane and derrick rule, hazard assessments and precautions inside the work zone is required by OSHA before beginning equipment operations. The employer must ident ify the work zone by either demarcating boundaries to prohibit the operator from operating the equipment past those boundaries, or defining maximum working radius. Then, the employer must determine if any part of the equipment, load line or load working radius in the work zone, could get closer than 20 feet to a power line. If any part of th e equipment has possibility to violate the 20 feet clearance with power line, the employer has three options: Option (1) -De energize and ground. Confirm from the utility owner/operator that the power line has been de energized and visibly grounded at the worksite. Option (2) -Ensure that no part of the equipment, load line, or load (including rigging and lifting accessories), gets closer than 20 feet to the power line by conducting
58 a planning meeting with the operator and the other workers who will be in t he area of the equipment or load to review the location of the power line(s), and the steps that will be implemented to prevent encroachment and electrocution. If tag lines are used during equipment operation, they must be non conductive. After that, the employer must also erect and maintain an elevated warning line, barricade, or line of signs, in view of the operator, equipped with flags or similar high visibility markings, at 20 feet from the power line or at the minimum approach distances under Table A (shown in Table 4 2 ). If the operator is unable to see the elevated warning line, a dedicated spotter must be used to help maintain the clearance. Under option (2), the employer also needs to implement at least one of the following measures: A proximity a larm set to give the operator sufficient warning to prevent encroachment. A dedicated spotter who is equipped with a visual aid, and also effectively positioned to gauge the clearance distance, is needed to maintain continuous contact and give timely infor mation to the operator so that the required clearance distance can be maintained. A device that automatically warns the operator when to stop movement, such as a range control warning device. Such a device must be set to give the operator sufficient warnin g to prevent encroachment. A device that automatically limits range of movement, set to prevent encroachment. An insulating link/device, installed at a point between the end of the load line (or below) and the load. Option (3) -and the minimum approach distance permitted under Table A. Determine if any part of the equipment, load line or load
59 maximum working radius in the work zone, could get clos er than the minimum approach distance of the power line permitted under Table A. If so, then the employer must implement the required measures under option (2) to ensure that no part of the equipment, load line, or load (including rigging and lifting acces sories), gets closer to the line than the minimum approach distance. Table 4 2 Minimum p ower l ines c learance d istances ( Table A ) Voltage (nominal, kV, alternating current) Minimum clearance distance (feet) up to 50 10 over 50 to 200 15 over 200 to 350 20 over 350 to 500 25 over 500 to 750 35 over 750 to 1,000 45 over 1,000 as established by the utility owner/operator or registered professional engineer who is a qualified person with respect to electrical power transmission and distribution Equipm ent operations in which any part of the equipment, load line, or load (including rigging and lifting accessories) is closer than the minimum approach distance under Table A to an energized power line is prohibited, except where the employer demonstrates th at all of the following requirements are met: (a) The employer determines that it is infeasible to do the work without breaching the minimum approach distance under Table A. (b) The employer determines that, after consultation with the utility owner/operat or, it is infeasible to de energize and ground the power line or relocate the power line.
60 (c) Minimum clearance distance is determined by professionals and effectively maintained. The power line owner/operator or registered professional engineer who is a q ualified person with respect to electrical power transmission and distribution determines the minimum clearance distance that must be maintained to prevent electrical contact in light of the on site conditions. The factors that must be considered in making this determination include, but are not limited to: conditions affecting atmospheric conductivity; time necessary to bring the equipment, load line, and load (including rigging and lifting accessories) to a complete stop; wind conditions; degree of sway i n the power line; lighting conditions, and other conditions affecting the ability to prevent electrical contact. A planning meeting with the employer and utility owner/operator (or registered professional engineer who is a qualified person with respect to electrical power transmission and distribution) is held to determine the procedures that will be followed to prevent electrical contact and electrocution. The procedures developed are needed to be documented and immediately available on site. The equipment user and utility owner/operator (or registered professional engineer) meets with the equipment operator and the other workers who will be in the area of the equipment or load to review the procedures that will be implemented to prevent breaching the minim um approach distance established in paragraph (c) of this section and prevent electrocution. The utility owner/operator (or registered professional engineer) and all employers of employees involved in the work must identify one person who will direct the i mplementation of the procedures. The person identified in accordance with this
61 paragraph must direct the implementation of the procedures and must have the authority to stop work at any time to ensure safety. Except requirements during lifting operation, i n the newly proposed crane and derrick rule, OSHA also establishes procedures and criteria that must be met for equipment traveling under or near a power line on a construction site with no load. The employer must ensure that the boom/mast and boom/mast s upport system are lowered sufficiently to meet the requirements of this paragraph, and the clearances specified in Table T (shown in Table 4 3 ) are maintained. Also the employer needs to consider the effects of speed and terrain on equipment movement (incl uding movement of the boom/mast), so that those effects do not cause the minimum clearance distances specified in Table T to be breached. Table 4 3 Minimum p ower l ines c learance d istances w hile t raveling w ith n o l oad ( Table T ) Voltage (nominal, kV, alte rnating current) Minimum clearance distance (feet) up to 0 .75 4 over 0 .75 to 5 0 6 over 5 0 to 3 45 10 over 350 to 75 0 16 over 750 to 1,000 20 over 1,000 as established by the utility owner/operator or registered professional engineer who is a qualified person with respect to electrical power transmission and distribution If any part of the equipment while traveling will get closer than 20 feet to the power line, the employer must ensure that a dedicated spotter who is in continuous contact with the dr iver/operator is used. The dedicated spotter must be positioned to effectively
62 gauge the clearance distance. When necessary, equipment that enables the dedicated spotter to communicate directly with the operator should be used. In Depth Analysis -Workers F alls (From Elevation ) Accidents In the construction industry, falls are the most frequently occurring types of accidents resulting in fatalities (Huang and Hinze, 2003). Based on the fatalities recorded by OSHA, worker falls (from elevation) accidents acco unted for 33% of all construction related fatal accidents from 1985 and 1989. As discussed above, 126 crane related accidents were caused by worker falls (from elevation). In this category, actor of a large portion of accidents. Other contributing factors included misunderstanding/miscommunication, unstable ground conditions, faulty equipment operations and long overdue crane maintenance. In Depth Statistics Concerning Worker s Fall ( From Elev ation ) Accidents Most of the workers got killed by falling from elevation (81 out of 126) were laborers/helpers. Among the entire 126 victims fell from elevation, 18 of them are steel/iron worker (accounted for 14.29% of all decedents). Most of them were e ngaged in steel erection installation works on certain elevation. It was extremely dangerous to sit or stand without fall protection on the steel members that were being installed. In the condition that the unfixed steel member was unsettled by outside for ce, the member would probably lose its balance and fall with the worker from certain elevation. Due to no fall protection provided or no place to tie off, worker might receive fatal injury. Of all the heavy equipment that was involved with fall accidents, 76 were mobile cranes such as truck mounted cranes or boom trucks. There were 43 workers that fell from aerial lifts. Interestedly, the survival opportunity for workers that fell from aerial lift
63 and had fall protection properly tied off was still relative ly low. In some cases, when aerial lifts or forklifts tipped over or flipped over due to unstable ground conditions or some type of outside forces, the workers that were completely tied off fell to the ground with the bucket and received fatal injury. The distance that workers fell was provided in 100 cases. Of these cases, 35 worker fall accidents took place at elevations of less than 30 feet, 41 workers fell from elevations of between 30 feet to 60 feet and 24 workers fell from 62 to 390 feet (shown in Fi gure 4 14 ). Almost half of the decedents fell from aerial lift buckets or platforms while performing work at elevation. Six victims fell from steel beams and six fell from tower cranes. Figure 4 1 4 Distribution of e levation height s when fall occurred ( n=100) Among all the fall accidents, the actual situation of whether the worker had fall protection fastened and safely tied off was available in 99 cases. Seventy four workers (accounted for 74.74%) had no fall protection provided or chose not to use it, while 13 victims had their harness on but had no place to safely tie off (shown in Figure 4 15 ) Among all the worker fall cases, one case was particularly interesting. According to the ing a climber rig into position on a tower crane which at the time was at the 46th story of a high rise
64 building being constructed. Due to mechanical failure, the climber fell to the 39th floor where it struck a brace. A worker without fall protection fell with the climber and received fatal injuries. On the other hand, the climber hung from the frame of the crane and received minor injuries with fall protection applied. Figure 4 1 5 Distribution of fall protection conditions when fall occurred (n=99) Re levant Requirements in Newly Proposed OSHA Rule Since workers fall from elevation might happen during various construction activities, the new crane and derrick rule had no intention to comprehensively cover all the safety regulations concerning fall hazar ds already address in other subparts of the OSHA regulations. I n the newly proposed rule, OSHA applied more stringent rules to prevent workers fell from falling from equipment. Equipment with lattice booms must be equipped with walkways on the boom(s) if t he vertical profile of the boom (from cord centerline to cord centerline) is 6 or more feet. The walkways must be at least 12 inches wide. Guardrails, railings and other permanent fall protection attachments along walkways are not required, and prohibited on booms supported by pendant ropes or bars if the guardrails/railings/attachments could be snagged by the ropes or bars. The employer must maintain in good condition originally equipped steps, handholds, ladders and guardrails/railings/grab rails. Equipme nt must be equipped so
65 as to provide safe access and egress between the ground and the operator work station(s), including the forward and rear positions, by the provision of devices such as steps, handholds, ladders, and guardrails/railings/grab rails. Pe rsonal fall arrest system components must be used in personal fall arrest and fall restraint systems and must conform to the criteria. For non assembly/disassembly work, the employer must provide and ensure the use of fall protection equipment for employee s who are on a walking/working surface with an unprotected side or edge more than 6 feet above a lower level when moving point to point on non lattice booms (whether horizontal or not horizontal) or on lattice booms that are not horizontal or on horizontal lattice booms where the fall distance is 15 feet or more. The employer also must provide and ensure the use of fall protection equipment for em ployees while working at a work station on any part of the equipment (including the boom, of any type), except w hen the employee is at or near draw works (when the equipment is running), in the cab, or on the deck. For assembly/disassembly work, the employer must provide and ensure the use of fall protection equipment for employees who are on a walking/working surfa ce with an unprotected side or edge more than 15 feet above a lower level, except when the employee is at or near draw works (when the equipment is running), in the cab, or on the deck. OSHA Fatalities Data 2007 2009 Differing from the fatality data from 2 000 to 2006, the OSHA fatality data f or 2007, 2008 and 2009 were more detailed and structured. Among all 138 crane related fatality accidents recorded from 2007 to 2009, each of them was descried with parameters such as: Activity NO., Standard Industry Cla ssification (SIC), Event Date, Event Time,
66 Direct Cause, Abstract and Detailed Description. Since these fatality records were in such a detailed fashion, more results could possibly be drawn from the more recent data. According to the OSHA fatality data, 4 7 crane related fatal accidents happened in 2007, 55 cases happened in 2008, 36 cases happened in 2009. The Standard Industrial Classification (SIC) is a United States government system for classifying industries by a four digit code. 15 (General Contract ors of Building Construction), 16 (Heavy Construction Contractors) and 17 (Construction Special Trade Contractors) are common numbers in the first 2 digit for construction industry. Upon analysis of the OSHA statistics, sub groups that were mostly involved with crane related accide nts was sub group 1791, Structural Steel Erection (14 fatality cases involved), which accounted for 10.14% of all the fatal crane operation accidents during 2007 to 2009 (shown in Table 4 4 ). Companies included were special trade contractors primarily engaged in the erection of structural steel and of similar products of pre stressed or pre cast concrete. To get structural steel in place and connecte d with other structural members, crane were used to hoist and mov e structural steel within the construction site. If operational procedures and safety regulations were not carefully understood and followed during hoisting operations, accidents would be more likely to occur. Sub group 1623, Water, Sewer, Pipeline, and Communications and P ower Line Construction came in second, with 13 crane related fatality accide nts. The companies included in this sub group were general and special trade contractors primarily engaged in the construction of water and sewer mains, pipelines, and communicatio ns and power lines. Cranes were generally used in pipe laying operations or moving workers to higher elevations during communication tower maintenance or repairs. A large portion of
67 cranes in use for pipe or unstable ground conditions, the hoisted load (pipe) was moved to the side of the crane with the swinging boom, the equipment was probably going to tip over which could cause fatal accident. Table 4 4 ( 2007 2009) Types of work Frequency Structural Steel Erection 14 Special Trade, Not Elsewhere Classified 14 Pipeline, and Power Line Construction 13 Concrete Work 11 GC Nonresidential Buildings 10 Heavy Construction, Not Elsewhere Classified 9 GC Sin gle Family Houses 8 Bridge, Tunnel, and Elevated Highway Construction 8 Electrical Work 8 Highway and Street Construction 6 Roofing, Siding, and Sheet Metal Work 6 GC Industrial Buildings and Warehouses 5 Other Trades 26 Total 137 Concrete work (s ub group 1771) was involved with 11 crane related fatal accidents from 2007 to 2009. These subcontractors were generally special trade contractors primarily engaged in concrete work, including Portland cement and asphalt. This industry includes the constru ction of private driveways and walks of all materials. Workers from this sub group generally received fatal injuries while pouring concrete from a pump truck, or stripping concrete forms. In case a worker worked with a concrete
68 pump truck that was located just under overhead power lines, when the concrete pump pipe needed to be relocated to continue pouring more concrete, the boom of the concrete pump truck might have been moved and made contact with overhead power lines. As a result, workers holding the pi pe directly with their hands or with conductive tag lines would probably get electrocuted. When the employee was in the process of stripping concrete forms, a 100% tie off rule is absolutely important to ensure worker safety. Victims in most of the cases were wearing their harness but chose to tie off to the concrete form being stripped. When the form was disengaged with the concrete, the worker would fall from or with the form to the lower level and get killed. General Contractors Nonresidential Buildings (Sub group 1542) also was involved in 10 crane related accidents from 2007 to 2009. Type of tasks performed when accidents occurred were provided in 94 cases among all the 138 crane related accidents that occurred from 2007 to 2009. Of these, 22 accidents happened when employees were performing crane assembly/disassembly operation, which account for 23.40% of the cases (shown in Table 4 5 ). Electrical works was the second largest task that led to crane related accidents. Twelve accidents took place while v ictims were engaging in electrical pole erection, electrical line installation or repairs. The number of employees killed while performing structural steel installation and roofing work were both 9.
69 Table 4 5 Type of work p erformed w hen accident o ccurr ed ( 20 07 20 09) Types of work Frequency Percent age Crane Assembly/Disassembly 22 23.4 Electrical 12 12.77 Structural Steel 9 9.57 Roofing 9 9.57 Concrete Construction 7 7.45 Underground Utility 7 7.45 Demolition 5 5.32 Bridge Construction 5 5.32 Fo undation 4 4.26 Painting 3 3.19 Other works 11 11.7 Subtotal 94 100
70 CHAPTER 5 CONCLUSIONS AND RECOMMENDATIONS The analysis of crane related accidents identified the primary direct causes and major contributing factors associated with each direct cause The primary direct causes were worker struck by (31.17% of all the fatalities), electrical shock (accounted for 24.52% of all the fatalities) and workers falling from elevation (22.07% of all the fatalities). Other than these direct causes, failure the b oom/cable, crane tip over and crushed by equipment during assembly/disassembly also led to significant numbers of fatal injuries of construction workers. Best P ractices S truck Accident s As discussed above, 178 crane related fatality cases from 2000 to 2009 were caused by workers who were struck by loads, equipment or objects. Specifically, 72 cases were re lated to workers being struck by the load being hoisted; 73 cases were related to workers being struck by equipment; and 33 cases were re lated to workers being struck by objects. Among all the accidents that were caused by workers being struck by the load, unsafe practices of riggers, failure of rigging hardware and faulty operations of the operators were identified as three most common di newly proposed rule, employers must use qualified riggers during hoisting activities for assembly and disassembly work. Additionally, qualified riggers are required whenever workers are within the fall zone and hooking, unh ooking, or guiding a load, or doing the initial connection of a load to a component or st ructure. Requirements like post assembly inspection, wire rope inspection and minimum rigger qualifications would significantly reduce the possibility of unsafe riggin g practices or rigging hardware failure.
71 To further reduce the accidents due to faulty operations by operators, OSHA could specify that foremen or designated spotters are needed to make sure the load was completely disconnected from the crane boom before t he boom was moved in the newly proposed crane and derrick rule Also, to reduce the accidents caused by faulty operation, the situations like blind lifts need to be avoided. Otherwise, a competent spotter is required to give directions and instructions whe compromised. Caught in/between the swinging boom and other parts of the equipment and being struck by the swinging boom in its working radius were identified as the most common protect workers from struck by or caught in/between accidents, the new crane and derrick standard would be more effective to have operation standards targeting specific equipment. For instance, the backhoe operation standard m ight clarify the safety hazards of loading/unloading materials using backhoe. When the operator left the cab to load materials or communicate with other on site workers, the engine of the backhoe must be switched to the off position. This will prevent the boom swing control being accidentally triggered by some means. The aerial lift operation standard might stipulate that workers must carefully check the surrounding conditions before commencing with the lifting operation to avoid striking any overhead struc tural members. Struck by unstable objects and falling materials were identified as the most During construction lifting operation, e specially in tilt up construction, the employer needs to designated one ex perienced and competent personnel to make sure that pre cast members were totally stabilized
72 and secure with other members that had already been erected before signaling the crane operator to release the tension on the loading cable. Due to poor site safet y management, materials stocked at certain elevations were not safely secured. To address such hazards, the employer needs to make sure materials stocked above the ground elevation are arranged orderly at a designated location, and the employer should make sure all the materials were properly secured to minimize falling materials hazards. Also, the installation of overhead falling protection (safety net) would effectively protect workers from being struck by falling objects. Best P ractices E lect rical S hock Accidents From 2000 to 2009, 140 construction workers received fatal injuries due to electrocution. From the analysis of accidents of electrical shock, it was obvious that many accidents could be avoided if workers were equipped with minimum l evels of hazard awareness to prevent accidents from happening and also survival knowledge to protect themselves when the accidents do occur. To prevent electrical shock the newly proposed crane and derrick rule would be more effective to targ et specific equipment, and it could better protect employee s from receiving electrical shock around specific types of equipment (such as concrete pump truck) For example, to better protect the laborers and helpers working around concrete pump trucks, it i s necessary to impose more stringent power line clearance requirements when the employer guides pipes with a tag line to pour concrete from a concrete pump truck. Utilization of nonconductive taglines for pipe guiding is also a method to minimize worker el ectrocution. To better protect driller worked around drill rig, before entering the working zone, employee need to conduct a hazard assessment
73 concerning over head power lines condition. The possibility of over head power line contact needed to be consider ed, when raise boom to pull drill out of ground. le, it is required to implement a hazard assessment and precautions inside the work zone. Before beginning equipment operations, the employer must determine if an y part of the equipment, load line or load working radius in the work zone, could get closer than 20 feet to a power line. If so, certain precautions like power line de energizing, utilization of proximity devices or barrier cables need to be implemented to avoid power line contact. The chance of power line contact would be lowered if a competent spotter was designated to help the crane operator maintain safety clearance. Additional training should also be offered that targets specific trades that are more likely to be involved with electrical shock accidents. Best P ractices W orkers F all Accidents As discussed above, 126 crane were coded as site safety identified as the contributing factor of a large portion of accidents. Other contributing factors included misunderstanding/miscommunication, unstable ground c onditions, faulty equipment operations and long overdue crane maintenance. Concerning most fall accidents, fall protection either was not provided or workers were not properly tied off to secure their safety. Since the OSHA regulations on PPE for fall prev ention were revised in 1996, neither the quantity nor pattern of falls on construction sites has changed significantly; in fact, the proportion of accidents caused by falls has actually increased (Huang and Hinze, 2003).
74 Many fall accidents could be avoide d if workers were more experienced in identifying potential fall hazards and they would protect themselves while working at high elevation. Before beginning work, employees need to implement hazard assessments and precautions inside the work zone. If any f all hazard (floor opening or leading edges) was identified, the employer needs to make sure certain precautions such as personal protection equipment, gu ide rails or safety nets are provided to ensure worker safety. Additional training to target specific t rades that are typically involved in fall accidents (steel erection crews, crane assembly/disassembly crews and roofing crews) would be helpful to minimize the risk of falls. Further case study of fall accidents and fall related near misses would provide u seful insights to help workers raise their fall hazard awareness. Since workers falling from elevation might occur during various construction activities, the new crane and derrick rule had no intention to comprehensively cover all the safety regulations c oncerning fall hazards already address in other subparts of the OSHA regulations. Employers need to refer to Subpart E personal protective and life saving equipment, Subpart M construction safety and certain elevations. Research Specific Recommendations This research has attempted to explore the direct causes of crane related accidents and to propose best practices accordingly. These prac tices will have to be constantly reviewed and revised. Consideration could be given to studying the effectiveness of these proposed best practices when undertaking different construction projects. It would be beneficial to
75 conduct surveys regarding the dif ficulties encountered while implementing these practices on project sites and the level of compliance obtained. Information could be collected from different source levels, including project managers, superintendents, foremen and trade workers. Based on t he comparison made between the newly proposed crane and derrick rule and the identified typical crane related accident scenarios, it is evident that the standards and requirements in the new rule effectively cover significant hazards involving crane operat ions. If these standards and requirements are strictly followed and effectively implemented, the occurrence of crane related accidents would be significantly reduced. Thus, further research consideration should be focused on how to achieve better complianc e of this newly proposed crane and derrick r ule.
76 LIST OF REFERENCES Beavers, J. E., Moore, J. R., Rinehart, R., & Schriver, W. R. (2006). Crane related fatalities in the construction industry. Journal of Construction Engineering and Management, 1 32(9), 901 910. Beavers, J. E., Moore, J. R., & Schriver, W. R. (2009). Steel erection fatalities in the construction industry. Journal of Construction Engineering and Mana gement, 135(3), 227 234. Bureau of Labor Statistics (BLS). (1997). Fatal workplace injur ies in 1995: A collection of data and analysis. Washingt on, DC: U S Department of Labor. Hinze, J., & Bren, D. (1996). Analysis of fatalities and injuries due to powerline contacts. Journal of Construction Engineering an d Management, 122(2), 177 182. H inze, J., Huang, X., & Terry, L. (2005). The nature of struck by accidents. Journal of Construction Engineering an d Management, 131(2), 262 268. Hinze, J., & Russell, D. B. (1995). Analysis of fatalities recorded by OSHA. Journal of Construction Engine ering a nd Management, 121(2), 209 214. Huang, X., & Hinze, J. (2003). Analysis of construction worker fall accidents. Journal of Construction Engineering an d Management, 129(3), 262 271. Korman, R. (2004). Zone defense is weighted for preventing power l ine contact. Engin eering News Record, 252(9), 13. MacCollum, D. V. (1993). Crane hazards and their prevention. Washington, DC: Americ an Society of Safety Engineers. National Safety Council. (1992). Accident prevention manual for business and industry: Engineering and technology. U .S.A.: National Safety Council. Neitzel, R. L., Seixas, N. S., & Ren, K. K. (2001). A review of crane safety in the construction industry. Applied Occupational and Environmen tal Hygiene, 16(12), 1106 1117. Peraza, D. B., & T ravis, J. A. (2009). Crane safety --an industry in flux. Paper pr esented at the Forensic Engineering Congress 2009 362(41082) 57. Ringen, K., & Stafford, E. J. (1996). Intervention research in occupational safety and health: Examples from construction. American Journal of Industr ial Medicine, 29(4), 314 320. Shapira, A., & Glascock, J. D. (1996). Culture of using mobile cranes for building construction. Journal of Construction Engineering an d Management, 122(4), 298 307.
77 Shapira, A., Lucko, G., & Sch exnayder, C. J. (2007). Cranes for building construction projects. Journal of Construction Engineering a nd Management, 133(9), 690 700. Shapira, A., & Lyachin, B. (2009). Identification and analysis of factors affecting safety on construction sites with tower cranes. Journal of Construction Engineering a nd Management, 135(1), 24 33. Shapiro, L. K., & Shapiro, H. I. (1988). Construction cranes. Scientific American, 258(3), 72 79. Shepherd, G. W., Kahler, R. J., & Cross, J. (2000). Crane fatalities a taxonomic analysis. Safety Science, 36(2), 83 93. Tam, V. W. Y., & Fung, I. W. H. (2011). Tower crane safety in the construction industry: A Hong Kong study. Safet y Science, 49(2), 208 215. U.S. Department of Labor, Occupational Safety and Health Ad ministration (OSHA) (2003). Census of fatal occ upational injuries summary Retrieved 02/12, 2011, from http://stats.bl s.gov/news.release/cfoi.nr0.htm U.S. Department of Labor, Occupational Safety and Health Administration (OSHA) (2010) R egulations OSHA 29 CFR 1926. Retrieved 12/12, 2010, from http://www.osha.gov/pls/oshaweb/owasrch.search_form?p_doc_type=STANDARD S&p_toc_level=1&p_keyvalue=Construction U.S. Department of Labor, Occupational Safety and Health Administration (OSHA) (2003). Electrical contractors and union look at power lines. Engin eering News Record, 251(23), 9. U.S. Department of Labor, Occupational Safety and Health Administration (OSHA) (2010) IMIS accident investigation search. Retrieved 12/12, 2010, from ht tp://www.osha.gov/pls /imis/accidentsearch.html U.S. Department of Labor, Occupational Safety and Health Administration (OSHA) (2010) IMIS frequently cited OSHA standards. Retrieved 12/12, 2010, from http://www.osha.gov/pls/imis/citedstandard.html U.S. D epartment of Labor, Occupational Safety and Health Administration (OSHA) (2010) OSHA's role. Retrieved 12/12, 2010, from http://www.osha.gov/oshinfo/ mission. html
78 BIOGRAPHICAL SKETCH Qi Zhao was born in Be ijing, China. He pursued a high school diploma in Beijing Huiwei Senior High, an institute with a 135 year history. Then, Qi majored in construction management at the very first university in China, Tianjin University and received a degree in ma nagement. After the completion of his bachelors degree, he attended the M.E. Rinker, Sr. School of Building Construction at the University of Florida to pursue his master s degree. Upon the completion of his thesis and the receipt of his master s degree, Q i is preparing to work in the U.S. construction industry as an entry level estimator/engineer