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It Doesn’t Pay to Fall Down on the Job

Posted by admin on 1/6/2015 to construction
OSHA cited Affordable Exteriors for two willful violations carrying proposed penalties of $140,000, for failure to provide required fall protection and fall protection training.

OSHA (the Occupational Safety Health Administration) has established an extensive set of laws regarding fall protection. Falls are one of the most common causes of work related injuries and deaths. Therefore, employers must provide a safe work place and fall protection equipment to prevent employees from falling. Fall hazards include overhead platforms, elevated work stations, holes in the floors and walls, dangerous equipment and machinery, and others.

OSHA Fall Protection Requirements

OSHA requires fall protection at specific elevations for different industries:
  • Four feet for general industry workplaces
  • Five feet for shipyards
  • Six feet for the construction industry
  • Eight feet for longshoring operations
  • Regardless of height, if a worker can fall into or onto dangerous equipment or machinery (such as a vat, acid, or conveyor belt), employers must provide guardrails and toe-boards.
  • Additionally, always keep in mind that individual states may have stricter height requirements than federal standards.
Employer Responsibilities

To prevent employees from falling, employers must:
  • Provide required fall protection equipment at no cost to workers.
  • Train workers on job hazards in a language they can understand.
  • Keep work area floors clean and as dry as possible.
  • Guard every floor hole that a worker can accidentally fall into (using a railing and toe-board or a floor hole cover).
  • Provide a guard rail and toe-board around every elevated open sided platform (floor or runway).
  • Other fall protection equipment that is required for specific jobs include harnesses, safety lines, safety nets, stair railings, and hand rails.
Employee Requirements

The employee is required by law to understand and adhere to the employers fall protection plan which covers such items as:
  • Recognition of the fall hazards in the work area (at the leading edge and when making initial connections-point of erection).
  • Avoidance of fall hazards using established work practices which have been made known to the employees.
  • Recognition of unsafe practices or working conditions that could lead to a fall, such as windy conditions.
  • The function, use, and operation of safety monitoring systems, guardrail systems, body belt/harness systems, control zones and other protection to be used.
  • The correct procedure for erecting, maintaining, disassembling and inspecting the system(s) to be used.
Safety Monitoring System

A safety monitoring system means a fall protection system in which a competent person is responsible for recognizing and warning employees of fall hazards. The duties of the safety monitor are to:
  • Warn by voice when approaching the open edge in an unsafe manner.
  • Warn by voice if there is a dangerous situation developing which cannot be seen by another person involved with product placement, such as a member getting out of control.
  • Make the designated erectors aware they are in a dangerous area.Be competent in recognizing fall hazards.
  • Warn employees when they appear to be unaware of a fall hazard or are acting in an unsafe manner.
  • Be on the same walking/working surface as the monitored employees and within visual sighting distance of the monitored employees.
  • Be close enough to communicate orally with the employees.
  • Not allow other responsibilities to encumber monitoring.
If the safety monitor becomes too encumbered with other responsibilities, the monitor shall stop the erection process; and turn over other responsibilities to a designated erector; or turn over the safety monitoring function to another designated competent person.

The safety monitoring system shall not be used when the wind is strong enough to cause loads with large surface areas to swing out of radius, or result in loss of control of the load, or when weather conditions cause the walking-working surfaces to become icy or slippery.

Control Zone System

A controlled access zone means an area designated and clearly marked, in which leading edge work may take place without the use of guardrail, safety net or personal fall arrest systems to protect the employees in the area. Control zone systems shall comply with the following provisions:
  • When used to control access to areas where leading edge and other operations are taking place the controlled access zone shall be defined by a control line or by any other means that restricts access.
  • When control lines are used, they shall be erected not less than 6 feet (l.8 m) no more than 60 feet (18 m) or half the length of the member being erected, whichever is less, from the leading edge.
  • The control line shall extend along the entire length of the unprotected or leading edge and shall be approximately parallel to the unprotected or leading edge.
  • The control line shall be connected on each side to a guardrail system or wall.
Control lines shall consist of ropes, wires, tapes, or equivalent materials, and supporting stanchions as follows:
  1. Each line shall be flagged or otherwise clearly marked at not more than 6-foot (1.8 m) intervals with high-visibility material.
  2. Each line shall be rigged and supported in such a way that its lowest point (including sag) is not less than 39 inches (1 m) from the walking/working surface and its highest point is not more than 45 inches (1.3 m) from the walking/working surface.
  3. Each line shall have a minimum breaking strength of 200 pounds (.88 kN).

Personal Fall Arrest Systems

A personal fall arrest system requires the employee to wear body belt/harness, lifeline and lanyard. These systems are normally worn during leading edge of precast/prestressed concrete construction.



Leading edge erection and initial connections are conducted by employees who are specifically trained to do this type of work and are trained to recognize the fall hazards. The nature of such work normally exposes the employee to the fall hazard for a short period of time and installation of fall protection systems for a short duration is not feasible because it exposes the installers of the system to the same fall hazard, but for a longer period of time.

It is necessary that the employee be able to move freely without encumbrance in order to guide the sections of precast concrete into their final position without having lifelines attached which will restrict the employee's ability to move about at the point of erection.

A typical procedure requires 2 or more workers to maneuver around each other as a concrete member is positioned to fit into the structure. If they are each attached to a lifeline, part of their attention must be diverted from their main task of positioning a member weighing several tons to the task of avoiding entanglements of their lifelines or avoiding tripping over lanyards. Therefore, if these workers are attached to lanyards, more fall potential would result than from not using such a device.

In this specific erection sequence and procedure, retractable lifelines do not solve the problem of two workers becoming tangled. In fact, such a tangle could prevent the lifeline from retracting as the worker moved, thus potentially exposing the worker to a fall greater than 6 ft. Also, a worker crossing over the lifeline of another worker can create a hazard because the movement of one person can unbalance the other. In the event of a fall by one person there is a likelihood that the other person will be caused to fall as well. In addition, if contamination such as grout (during hollow core grouting) enters the retractable housing it can cause excessive wear and damage to the device and could clog the retracting mechanism as the lanyard is dragged across the deck. Obstructing the cable orifice can defeat the device's shock absorbing function, produce cable slack and damage, and adversely affect cable extraction and retraction.

Employees tied to a lifeline can be trapped and crushed by moving structural members if the employee becomes restrained by the lanyard or retractable lifeline and cannot get out of the path of the moving load. The sudden movement of a precast concrete member being raised by a crane can be caused by a number of factors. When this happens, a connector may immediately have to move a considerable distance to avoid injury. If a tied off body belt/harness is being used, the connector could be trapped. Therefore, there is a greater risk of injury if the connector is tied to the structure for this specific erection sequence and procedure.

When necessary to move away from a retractable device, the worker cannot move at a rate greater than the device locking speed typically 3.5 to 4.5 ft/sec. When moving toward the device it is necessary to move at a rate which does not permit cable slack to build up. This slack may cause cable retraction acceleration and cause a worker to lose their balance by applying a higher than normal jerking force on the body when the cable suddenly becomes taut after building up momentum. This slack can also cause damage to the internal spring-loaded drum, uneven coiling of cable on the drum, and possible cable damage.

Safety Net Systems



Anyone who has ever seen a trapeze or high-wire act intuitively appreciates the purpose of safety nets. While nets are seemingly simple devices, there are a number of important considerations governing their use. Safety nets are needed where point of erection or leading edge work takes place.

To install safety nets in the interior high bay of the single story portion of the building poses rigging attachment problems. Structural members do not exist to which supporting devices for nets can be attached in the area where protection is required. As the erection operation advances, the location of point of erection or leading edge work changes constantly as each member is attached to the structure. Due to this constant change it is not feasible to set net sections and build separate structures to support the nets.

The nature of the erection process for the precast concrete members is such that an installed net would protect workers as they position and secure only one structural member. After each member is stabilized the net would have to be moved to a new location (this could mean a move of 8 to 10 ft or the possibility of a move to a different level or area of the structure) to protect workers placing the next piece in the construction sequence. The result would be the installation and dismantling of safety nets repeatedly throughout the normal work day. As the time necessary to install a net, test, and remove it is significantly greater than the time necessary to position and secure a precast concrete member, the exposure time for the worker installing the safety net would be far longer than for the workers whom the net is intended to protect. The time exposure repeats itself each time the nets and supporting hardware must be moved laterally or upward to provide protection at the point of erection or leading edge.

Strict interpretation of OSHAs 26 CFR 1926.502(c) requires that operations shall not be undertaken until the net is in place and has been tested. With the point of erection constantly changing, the time necessary to install and test a safety net significantly exceeds the time necessary to position and secure the concrete member.

Use of safety nets on exposed perimeter wall openings and open-sided floors, causes attachment points to be left in architectural concrete which must be patched and filled with matching material after the net supporting hardware is removed. In order to patch these openings, additional numbers of employees must be suspended by swing stages, boatswain chairs or other devices, thereby increasing the amount of fall exposure time to employees.

Installed safety nets pose an additional hazard at the perimeter of the erected structure where limited space is available in which members can be turned after being lifted from the ground by the crane. There would be a high probability that the member being lifted could become entangled in net hardware, cables, etc.

The use of safety nets where structural wall panels are being erected would prevent movement of panels to point of installation. To be effective, nets would necessarily have to provide protection across the area where structural supporting wall panels would be set and plumbed before roof units could be placed.

Use of a tower crane for the erection of the high rise portion of the structure poses a particular hazard in that the crane operator cannot see or judge the proximity of the load in relation to the structure or nets. If the signaler is looking through nets and supporting structural devices while giving instructions to the crane operator, it is not possible to judge precise relationships between the load and the structure itself or to nets and supporting structural devices. This could cause the load to become entangled in the net or hit the structure causing potential damage.

Guardrail Systems

On some worksites, guardrails, barricades, ropes, cables or other perimeter guarding devices or methods on the erection floor will pose problems to safe erection procedures. Typically, a floor or roof is erected by placing 4 to 10 ft wide structural members next to one another and welding or grouting them together. The perimeter of a floor and roof changes each time a new member is placed into position. It is unreasonable and virtually impossible to erect guardrails and toe boards at the ever changing leading edge of a floor or roof.

To position a member safely it is necessary to remove all obstructions extending above the floor level near the point of erection. Such a procedure allows workers to swing a new member across the erected surface as necessary to position it properly without worrying about knocking material off of this surface.

Hollow core slab erection on the masonry wall requires installation of the perimeter protection where the masonry wall has to be constructed. This means the guardrail is installed then subsequently removed to continue the masonry construction. The erector will be exposed to a fall hazard for a longer period of time while installing and removing perimeter protection than while erecting the slabs.

In hollow core work, as in other precast concrete erection, others are not typically on the work deck until the precast concrete erection is complete. The deck is not complete until the leveling, aligning, and grouting of the joints is done. It is normal practice to keep others off the deck until at least the next day after the installation is complete to allow the grout to harden.

There is no permanent boundary until all structural members have been placed in the floor or roof. At the leading edge, workers are operating at the temporary edge of the structure as they work to position the next member in the sequence. Compliance with the standard would require a guardrail and toe board be installed along this edge. However, the presence of such a device would prevent a new member from being swung over the erected surface low enough to allow workers to control it safely during the positioning process. Further, these employees would have to work through the guardrail to align the new member and connect it to the structure. The guardrail would not protect an employee who must lean through it to do the necessary work, rather it would hinder the employee to such a degree that a greater hazard is created than if the guardrail were absent.

Guardrail requirements pose a hazard at the leading edge of installed floor or roof sections by creating the possibility of employees being caught between guardrails and suspended loads. The lack of a clear work area in which to guide the suspended load into position for placement and welding of members into the existing structure creates still further hazards.

Where erection processes require precast concrete stairways or openings to be installed as an integral part of the overall erection process, it must also be recognized that guardrails or handrails must not project above the surface of the erection floor. Such guardrails should be terminated at the level of the erection floor to avoid placing hazardous obstacles in the path of a member being positioned.

OSHA Help Information

OSHA can help answer questions or concerns from employers and employees. To reach your regional or area OSHA office, go to the OSHA regional & area offices web page or call 1-800-321-OSHA (6742).

Small Business employers may contact OSHA's free and confidential on-site consultation service to determine potential fall hazards and work with OSHA to correct these hazards.
On-site consultations services are separate from enforcement activities and do not result in penalties or citations. To contact OSHA's free consultation service, go to the OSHA on-site consultation web page or call 1-800-321-OSHA (6742) and press number 4.

Workers may file a complaint to have OSHA inspect their workplace if they believe there are fall hazards or if their employer is not following OSHA standards. Employees can file a complaint with OSHA by calling 1-800-321-OSHA (6742) or by printing out the complaint form and mailing or faxing it to the local OSHA area office. Employee signed complainants are more likely to result in an inspection.

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