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// CODE SNIPPET

1926.703(e) Removal of Formwork

OSHA 1926 Construction > Q Concrete and Masonry Construction > 1926.703 Requirements for Cast-In-Place Concrete > 1926.703(e) Removal of Formwork
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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

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.

1926.703(e)(2)

Reshoring shall not be removed until the concrete being supported has attained adequate strength to support its weight and all loads in place upon it.

[61 FR 5507, Feb. 13, 1996]

Related Code Sections


1926.703(e) Concrete and Masonry Construction, Removal of Formwork
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 ...
OSHA 1926 Construction > Q Concrete and Masonry Construction > 1926.703 Requirements for Cast-In-Place Concrete > 1926.703(e) Removal of Formwork
1926.700(b)(2) Concrete and Masonry Construction, Formwork
Formwork means the total system of support for freshly placed or partially cured concrete, including the mold or sheeting (form) that is in contact ...
OSHA 1926 Construction > Q Concrete and Masonry Construction > 1926.700 Scope, Application, and Definitions Applicable to This Subpart > 1926.700(b) Definitions Applicable to This Subpart > 1926.700(b)(2) Formwork
1926.501(b)(5) Fall Protection, Formwork and Reinforcing Steel
Each employee on the face of formwork or reinforcing steel shall be protected from falling 6 feet (1.8 m) or more to lower levels by personal fall ...
OSHA 1926 Construction > M Fall Protection > 1926.501 Duty to Have Fall Protection > 1926.501(b) > 1926.501(b)(5) Formwork and Reinforcing Steel
Appendix 1926.703 Concrete and Masonry Construction, General Requirements for Formwork
(This Appendix is non-mandatory.) This appendix serves as a non-mandatory guideline to assist employers in complying with the formwork ...
OSHA 1926 Construction > Q Concrete and Masonry Construction > 1926.703 Requirements for Cast-In-Place Concrete > 1926.703 General Requirements for Formwork
1926.703 Concrete and Masonry Construction, Requirements for Cast-In-Place Concrete
Formwork shall be designed, fabricated, erected, supported, braced and maintained so that it will be capable of supporting without failure all ...
OSHA 1926 Construction > Q Concrete and Masonry Construction > 1926.703 Requirements for Cast-In-Place Concrete
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