ASTM-C1314:2010 Edition
$40.63
C1314-10 Standard Test Method for Compressive Strength of Masonry Prisms
Published By | Publication Date | Number of Pages |
ASTM | 2010 | 10 |
1.1 This test method covers procedures for masonry prism construction and testing, and procedures for determining the compressive strength of masonry, f mt , used to determine compliance with the specified compressive strength of masonry, f ? m . When this test method is used for research purposes, the construction and test procedures within serve as a guideline and provide control parameters.
1.2 This test method also covers procedures for determining the compressive strength of prisms obtained from field-removed masonry specimens.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
PDF Catalog
PDF Pages | PDF Title |
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1 | Scope Referenced Documents Terminology Significance and Use |
2 | Masonry Prism Construction FIG. 1 FIG. 2 |
3 | Obtaining and Transporting Masonry Prisms Curing Measurements and Determination of Net Area FIG. 3 |
4 | Capping Procedure Calculation |
5 | Report FIG. 4 TABLE 1 |
6 | Precision and Bias Keywords A1. DETERMINING PLATE THICKNESS REQUIREMENTS FOR COMPRESSION TESTING A1.1 Scope A1.2 Test Equipment A1.3 Determining the Diameter of the Upper Platen A1.4 Distance from Edge of Platen to Furthermost Corner of Test Specimen FIG. A1.1 |
7 | FIG. A1.2 FIG. A1.3 |
8 | X1. SAMPLE TEST REPORT X1.1 FIG. X1.1 |
9 | X2. GUIDANCE ON THE USE OF C1314 FOR RESEARCH PURPOSES X2.1 Scope X2.2 Masonry Materials X2.3 Handling and Curing X2.4 Testing Multiple Wythe Prisms |
10 | X2.5 Determination of Modulus of Elasticity |