ASTM C 1072 : 2012
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Standard Test Methods for Measurement of Masonry Flexural Bond Strength
Hardcopy , PDF
11-11-2014
English
01-12-2012
Important note : Users cannot be edited or removed once added to your Multi user PDF.| Committee |
C 15
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| DocumentType |
Test Method
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| Pages |
19
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| PublisherName |
American Society for Testing and Materials
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| Status |
Superseded
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| SupersededBy | |
| Supersedes |
1.1These test methods evaluate the flexural bond strength, normal to the bed joints, of masonry built of manufactured masonry units. Sampling and testing procedures are referenced, and terms are defined. Three different specimen fabrication methods are specified, each for a different purpose:
1.1.1The first method is the “Test Method for Laboratory-Prepared Specimens.” Its purpose is to compare the bond strengths (under the given conditions) of masonry mortars. It could be used, for example, to check the quality of mortar products after production, or to indicate the bond strength (under the given conditions) of a mortar product without requiring the product to be tested in combination with many different units. It is not intended to represent field conditions. It uses standard concrete masonry units. Mortars are batched by weight equivalents of volume proportions and are mixed to a prescribed flow. Prisms are constructed using a jig and are bag-cured.
1.1.2The second method is the “Test Method for Field-Prepared Specimens.” Its purpose is to evaluate the bond strength (under the given conditions) of a particular unit-mortar combination, either for preconstruction evaluation of materials or for quality control purposes during construction. Mortars are batched conventionally, and the flow is not prescribed. Prisms are constructed conventionally (no jig) and are bag-cured.
1.1.3The third method is the “Test Method for Prisms Removed from Existing Masonry.” Its purpose is to evaluate the bond strength of unit-mortar combinations of prisms cut from existing walls.
1.1.4The three methods are not consistent, nor are they intended to be. They are intended to be used for three different purposes. To make this clear, the three methods are presented separately.
1.1.5Appendix X1 suggests two possible criteria for assessing the bond strength values obtained using these test methods. These possible evaluation criteria are given for illustration only and are not mandatory.
| ASTM C 1329/C1329M : 2016 : REV A | Standard Specification for Mortar Cement |
| ASTM C 1825 : 2018 : EDT 1 | Standard Guide for Developing Specifications for Masonry Units |
| ASTM C 1713 : 2017 | Standard Specification for Mortars for the Repair of Historic Masonry |
| ASTM E 2260 : 2003 : R2012 : EDT 1 | Standard Guide for Repointing (Tuckpointing) Historic Masonry |
| ASTM C 1587/C1587M : 2015 | Standard Practice for Preparation of Field Removed Manufactured Masonry Units and Masonry Specimens for Testing |
| ASTM C 1093 : 2015 : REV A : EDT 1 | Standard Practice for Accreditation of Testing Agencies for Masonry |
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