create a 2-page toolbox talk for a commercial concrete company in north georgia in october 15 minute duration on formwork
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Published by SALUSFormwork Safety ===============
Date: 2025-09-30
Duration: \[DURATION] minutes
Presenter: \[PRESENTER NAME]
Location: \[LOCATION]
Objective
To ensure all workers understand the hazards associated with formwork and the necessary safety precautions to prevent injuries during commercial concrete operations.
Introduction
Formwork is a temporary structure used to contain and support concrete during pouring and curing. Because formwork is temporary, it is critical to build it correctly to avoid collapses and other serious incidents. This toolbox talk will cover key safety aspects of formwork, including hazard identification, fall protection, and safe work practices.
Key Points
- Proper Design and Planning: Formwork must be designed to withstand all anticipated vertical and lateral loads. Drawings and plans, including all revisions, for the jack layout, formwork (including shoring equipment), working decks, and scaffolds, shall be available at the jobsite. [5]
- Competent Person Inspections: A competent person must inspect all shoring equipment before erection to ensure it meets formwork drawing requirements. Inspections should also occur immediately prior to, during, and immediately after concrete placement. Any damaged or weakened shoring must be reinforced immediately. [2]
- Fall Protection: When placing or tying reinforcing steel in walls, piers, or columns more than 6 feet above an adjacent surface, use a personal fall protection system. Ensure guardrails are installed on work platforms and scaffolds. [6]
- Safe Removal of Formwork: Forms and shores shall not be removed until the concrete has gained sufficient strength to support its weight and any superimposed loads. This determination should be based on stipulated conditions in the plans and specifications or proper testing with an appropriate ASTM standard test method. [3]
- Bracing and Stability: Single-post shores must be horizontally braced in both longitudinal and transverse directions with diagonal bracing installed as the shores are erected. The tops of single-post shores should be restricted from movement using retainers or equivalent means. [1]
Hazard Identification
- Formwork Collapse: Serious injuries or fatalities due to being crushed or struck by falling formwork and concrete.
- Falls from Elevation: Injuries from falling off formwork during erection, modification, or dismantling.
- struck by falling objects: Head injuries, lacerations, or fractures from falling tools, materials, or concrete.
- Equipment Malfunction: Injuries due to failure of jacks, lifting devices, or other equipment used in formwork operations.
Control Measures
- Implement a comprehensive fall protection program.: Ensure all workers exposed to fall hazards above 6 feet are using appropriate fall protection systems, such as personal fall arrest systems (harnesses, lanyards, and anchor points) or guardrails.
- Conduct thorough inspections of all formwork components.: Before each use, inspect forms, shores, braces, and hardware for damage, wear, or defects. Remove any compromised components from service.
- Ensure proper shoring and bracing.: Follow the engineered formwork plan for shoring and bracing requirements. Install bracing as the formwork is erected to maintain stability.
- Control access to formwork areas.: Limit access to formwork erection and dismantling areas to essential personnel. Use barricades and signage to prevent unauthorized entry.
- Provide comprehensive training.: Train all workers involved in formwork operations on hazard recognition, safe work procedures, fall protection requirements, and emergency procedures.
Personal Protective Equipment (PPE) Requirements
- Hard Hats: Always wear a hard hat to protect against head injuries from falling objects or bumping into structures. Ensure the hard hat fits properly and is in good condition.
- Safety Glasses: Use safety glasses with side shields to protect your eyes from dust, debris, and concrete splashes.
- Gloves: Wear heavy-duty gloves to protect your hands from cuts, abrasions, and skin irritation when handling formwork materials and concrete.
- Steel-Toed Boots: Wear steel-toed boots to protect your feet from crushing injuries and punctures.
Real-World Example or Case Study
In 2023, a formwork collapse occurred on a high-rise construction project in Atlanta, Georgia, resulting in multiple injuries. The investigation revealed that the formwork was not properly designed for the load, and inspections were inadequate. This incident highlights the critical importance of proper design, inspection, and adherence to safety protocols.
Emergency Procedures
- In case of a formwork collapse, immediately evacuate the area and account for all personnel.
- If someone is injured, provide first aid and call for emergency medical services.
- Report all incidents and near misses to the supervisor and safety department for investigation and corrective action.
Questions and Answers
Now, let's open the floor for questions. This is an opportunity to clarify any doubts and ensure everyone fully understands the safety requirements for working with formwork.
- Q: What should I do if I see a potential problem with the formwork?
A: Immediately report it to your supervisor or a qualified person. Do not attempt to fix it yourself unless you are trained and authorized to do so.
- Q: How often should formwork be inspected?
A: Formwork should be inspected before erection, during erection, and immediately before, during, and after concrete placement.
Summary
Recap of main points:
- Formwork safety is crucial for preventing serious injuries and fatalities on construction sites.
- Proper design, inspection, and maintenance of formwork are essential.
- Always use appropriate fall protection when working at heights.
- Report any potential hazards or concerns immediately.
Action Items
Specific actions participants should take:
- Actively participate in pre-task planning and hazard assessments.
- Inspect your PPE before each shift to ensure it is in good working condition.
- Follow all safe work procedures and report any unsafe conditions immediately.
Report all hazards, near-misses, and incidents to your supervisor immediately.
Safety powered by SALUS
Sources used for this answer
[1] Construction Safety and Health Standards (MIOSHA)
Page 5
Open source documentSource excerpt
# MINIMUM SAFETY FACTORS OF FORMWORK ACCESSORIES* (cont.) ## R 408.[redacted postal code] Vertical shoring generally. (cont.) (5) Eccentric loads on shore heads and similar members or shoring are prohibited, unless the shore heads are designed for the loading. (6) Shoring equipment shall be inspected by a qualified person before erection to determine that it is as specified in the shoring drawings or plans. Any equipment found to be damaged shall not be used for shoring. (7) Before concrete is placed in the forms, all shoring equipment shall be inspected by a qualified person to determine whether it was erected as specified in the shoring drawings or plans. (8) Erected shoring shall be inspected by a qualified person during and immediately after pouring concrete. Shoring that is found to be damaged or weakened shall be reinforced or reshored. (9) Only designated employees shall be permitted on the first floor immediately under the forms during concrete placing work. (10) Shoring equipment shall not be released or removed without the approval and assurance of a qualified person that the remaining equipment will support the load. (11) Construction or superimposed loads shall not be placed on an uncured concrete pour unless either of the following provisions is complied with: (a) The strength of the concrete in the previous pour has been determined by testing to be capable of withstanding the load. (b) A qualified person indicates that the concrete has developed sufficient strength to support the load. This subrule does not apply to slip form operations and slabs built at grade elevation. (12) Reshoring shall be provided, when necessary, to support slabs and beams after stripping or where the members are subjected to superimposed loads due to the construction work done. (13) Vertical shoring shall not be adjusted to raise formwork after concrete is in place, unless specifically provided for in the design specifications. ## R 408.[redacted postal code] Meta…
[2] Construction Safety Orders (CAL/OSHA)
Page 5
Open source documentSource excerpt
# §1711. Reinforcing Steel and Post-Tensioning in Concrete Construction. (cont.) EXCEPTION: to subsection (h)(5): Where the adjoining structure or other structural space constraint precludes the installation of exterior platforms. (A) The work platform required in subsection (h)(5) shall include guardrails and toeboards meeting the requirements of Section 1621, and shall be kept clear of any debris or materials not related to the stressing or de-tensioning operation. (6) Ensure stressing equipment is secured to prevent accidental displacement during operation. (7) Ensure stressing equipment calibrations per contract specifications shall be available on site. Prior to stressing, a competent person shall verify the adequacy of the stressing equipment calibrations. (8) Ensure a competent person shall inspect the stressing equipment for damage or defects before stressing operations begin, and periodically during the stressing operations. The use of stressing equipment shall conform to the manufacturer's instructions and recommendations. (9) Ensure methods shall be employed to insure that supporting forms, falsework or shoring does not fall due to cambering of the concrete during the stressing operations. Dead loads and construction loads (including those due to stressing) shall be considered in the design of the forms, falsework, and shoring. (i) Fall Protection. - Employees shall not be permitted to place or tie reinforcing steel in walls, piers, columns, etc., more than 6 feet above an adjacent surface, unless a personal fall protection system is used in accordance with Section 1670 or other method affording equivalent protection from the hazard of falls from elevated surfaces. - EXCEPTION: Reinforcing ironworkers may travel point-to-point horizontally or vertically on reinforcing steel up to 24 feet above the surface below providing there are no impalement hazards. (j) Formwork and falsework stability shall be provided in accordance with Sections 1713 …
[3] Safety and Health Regulations for Construction (OSHA 29 CFR 1926) - 1926.703 - Requirements for cast-in-place concrete
Page 4
Open source documentSource excerpt
# Occupational Safety and Health Administration (cont.) ## 1926.703(a)(2). (cont.) Jacks and vertical supports shall be positioned in such a manner that the loads do not exceed the rated capacity of the jacks. - 1926.703(c)(5) The jacks or other lifting devices shall be provided with mechanical dogs or other automatic holding devices to support the slip forms whenever failure of the power supply or lifting mechanism occurs. - 1926.703(c)(6) The form structure shall be maintained within all design tolerances specified for plumbness during the jacking operation. - 1926.703(c)(7) The predetermined safe rate of lift shall not be exceeded. - 1926.703(d) ## Reinforcing steel. 1926.703(d)(1) Reinforcing steel for walls, piers, columns, and similar vertical structures shall be adequately supported to prevent overturning and to prevent collapse. 1926.703(d)(2) Employers shall take measures to prevent unrolled wire mesh from recoiling. Such measures may include, but are not limited to, securing each end of the roll or turning over the roll. - 1926.703(e) ## Removal of formwork. 1926.703(e)(1) Forms and shores (except those used for slabs on grade and slip forms) shall not be removed until the employer determines that the concrete has gained sufficient strength to support its weight and superimposed loads. Such determination shall be based on compliance with one of the following: - 1926.703(e)(1)(i) The plans and specifications stipulate conditions for removal of forms and shores, and such conditions have been followed, or Submit Feedback
[4] OSHA Construction Industry Standards Requiring Programs, Inspections, Procedures Records and/or Training (NCDOL)
Page 157
Open source documentSource excerpt
# 1926.703-REQUIREMENTS FOR CAST-IN-PLACE CONCRETE Scope/Application: This subpart sets forth requirements to protect all construction employees from the hazards associated with concrete and masonry construction operations performed in workplaces covered under 29 CFR Part 1926. In addition to the requirements in subpart Q [Concrete and Masonry Construction], other relevant provisions in parts 1910 [General Industry] and 1926 [Construction Industry] apply to concrete and masonry construction operations. This section contains the general requirements for formwork. ## STANDARD HIGHLIGHTS - Inspections and Tests-inspections prior to erection and immediate, ASTM - Recordkeeping-drawings and plans at jobsite - Qualified Person-qualified engineer, inspections Inspections and Tests 1926.703(b)(1)-All shoring equipment (including equipment used in reshoring operations) shall be inspected prior to erection to determine that the equipment meets the requirements specified in the formwork drawings. 1926.703(b)(3)-Erected shoring equipment shall be inspected immediately prior to, during, and immediately after concrete placement. 1926.703(b)(8)(i)-The design of the shoring shall be prepared by a qualified designer and the erected shoring shall be inspected by an engineer qualified in structural design. 1926.703(e)(1)(ii)-The concrete has been properly tested with an appropriate ASTM standard test method designed to indicate the concrete compressive strength, and the test results indicate that the concrete has gained sufficient strength to support its weight and superimposed loads. ## Recordkeeping 1926.703(a)(2)-Drawings or plans, including all revisions, for the jack layout, formwork (including shoring equipment), working decks, and scaffolds, shall be available at the jobsite. 1926.703(b)(1)-All shoring equipment (including equipment used in reshoring operations) shall be inspected prior to erection to determine that the equipment meets the requirements specified in…
[5] Safety and Health Regulations for Construction (OSHA 29 CFR 1926) - 1926.703 - Requirements for cast-in-place concrete
Page 1
Open source documentSource excerpt
U.S. DEPARTMENT OF LABOR # Occupational Safety and Health Administration - Part Number: 1926 - Part Number - Title: Safety and Health Regulations for Construction - Subpart: 1926 Subpart Q - Subpart Title: Concrete and Masonry Construction Standard - Number: - 1926.703 - Title: Requirements for cast-in-place concrete. - GPO Source: e-CFR ## 1926.703(a) General requirements for formwork. ## 1926.703(a)(1) Formwork shall be designed, fabricated, erected, supported, braced and maintained so that it will be capable of supporting without failure all vertical and lateral loads that may reasonably be anticipated to be applied to the formwork. Formwork which is designed, fabricated, erected, supported, braced and maintained in conformance with the appendix to this section will be deemed to meet the requirements of this paragraph. ## 1926.703(a)(2). Drawings or plans, including all revisions, for the jack layout, formwork (including shoring equipment), working decks, and scaffolds, shall be available at the jobsite. 1926.703(b) Shoring and reshoring. 1926.703(b)(1) Submit Feedback
[6] Safety and Health Regulations for Construction (OSHA 29 CFR 1926) - 1926.703 - Requirements for cast-in-place concrete
Page 2
Open source documentSource excerpt
# Occupational Safety and Health Administration (cont.) ## 1926.703(a)(2). (cont.) All shoring equipment (including equipment used in reshoring operations) shall be inspected prior to erection to determine that the equipment meets the requirements specified in the formwork drawings. - 1926.703(b)(2) Shoring equipment found to be damaged such that its strength is reduced to less than that required by $ 1926.703(a)(1) shall not be used for shoring. - 1926.703(b)(3) Erected shoring equipment shall be inspected immediately prior to, during, and immediately after concrete placement. - 1926.703(b)(4) Shoring equipment that is found to be damaged or weakened after erection, such that its strength is reduced to less than that required by $ 1926.703(a)(1), shall be immediately reinforced. - 1926.703(b)(5) The sills for shoring shall be sound, rigid, and capable of carrying the maximum intended load. - 1926.703(b)(6) All base plates, shore heads, extension devices, and adjustment screws shall be in firm contact, and secured when necessary, with the foundation and the form. - 1926.703(b)(7) Eccentric loads on shore heads and similar members shall be prohibited unless these members have been designed for such loading. - 1926.703(b)(8) Whenever single post shores are used one on top of another (tiered), the employer shall comply with the following specific requirements in addition to the general requirements for formwork: - 1926.703(b)(8).(i). The design of the shoring shall be prepared by a qualified designer and the erected shoring shall be inspected by an engineer qualified in structural design. 1926.703(b)(8)(ii) Submit Feedback
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