30 products Find ASTM C products and abstract using the BuildSite database. Get the right product for the spec. Cement Grout (Nonshrink). • ASTM C Standard Test Method for Flow of Hydraulic Cement. Mortar. • ASTM E Standard Test Methods for Strength of. ASTM C/CM: Standard Specification for Packaged Dry, Hydraulic- Cement Grout (Nonshrink).
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Consistency testing shall be performed on the grout mixture. Compressive strength tests are run at maximum and minimum temperatures both initially and at the end of working time. The PDF Download is licensed per individual in which c11107 individual can place on up to four electronic devices for their personal use.
The following is a short-form specification for non-shrink grout. A grout with very narrow limits may comply with C, but such narrow parameters could result in failure. Grouts covered are composed of hydraulic cement, fine aggregate, and other ingredients.
Determine the yield of the grout using the mL cylindrical measure described. Only B and C grouts address post-hardening shrinkage.
C classifies grouts into three categories: Link to Active This link will always route to the current Active version of the standard. Specifying a grout material to comply with the most stringent requirements for fluid consistency, working time, and temperature range reduces potential problems on projects that experience those extremes.
ASTM does not asmt any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.
Grout mixtures shall be produced using the conditions prescribed. Most specifications require higher strength. For example, a product that is non-shrink at 20 degrees C 70 degrees F may not be at 32 degrees C 90 degrees F.
Historical Version s – view previous versions of standard. Grout mixtures shall be produced using the conditions prescribed.
It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. Non-shrink grouts play a key role in the structural stability of most construction projects. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.
Combining values from the aastm systems c107 result in non-conformance with the standard. For smaller quantities of grout, the mortar-mixing apparatus shall be as specified. The materials used as ingredients in packaged, dry, grout include hydraulic cement, fine aggregate, and other ingredients.
For compliance, a c11107 must achieve a conservative day strength of psi Work Item s – proposed revisions of this standard.
This abstract is a brief summary of the referenced standard. The grout is tested at the manufacturer’s maximum allowed water-to-dry solids ratio and is rated as plastic, flowable, or fluid.
Although C addresses grout limitations with respect to temperature, consistency, and working time, it fails to set limits for these parameters, allowing manufacturers to do so.
The procedures for preliminary adjustment mixing and grout performance qualification are presented in details. Their function is three fold: Thirty-minute-old grout shall flow through the flow cone after slight agitation, in c1170 of 4 degrees C 40 degrees F to 32 degrees C 90 degrees F. They require only the addition of mixing water for use.
Grouts covered are composed of hydraulic cement, fine aggregate, and other ingredients. Determine the yield of the grout using the mL cylindrical measure described.
C does not address bleeding. Is it possible to improve your non-shrink grout specification and lower your in-place grout cost? Grout consistency is tested both after initial mixing and at the end of the grout’s stated working time at the manufacturer’s allowed temperature ranges. This would require the non-shrink grout to have compressive strength in the to psi range. Grout shall be bleed free and attain 7, psi The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.
It has since undergone a few revisions and continues to be improved upon. This specification covers packaged dry, hydraulic cement grout nonshrink intended for use under applied load where a change in height below initial placement height is to be avoided.
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A grout that bleeds free water due to consistency or temperature results in a void under the base plate or surface once the water has evaporated.
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For smaller quantities of grout, the mortar-mixing apparatus shall be as specified.