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In IBC, tabulated values of masonry compressive strength based on the unit strength method are based on the values provided by MSJC The f m values listed in MSJC changed in the 1999 edition of that standard, when the reference test method for prism testing changed from ASTM C 447 to ASTM C 1314 However, the values shown in the 2000 edition of IBC did not change from the earlier (1995) edition of MSJC and, therefore, appear to be in error The IBC tabulated values were corrected to agree with MSJC in IBC 2003
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Prisms for testing of compressive strength are always constructed in sets of three, as required by ASTM C 1314 A prism set is required for each combination of materials and each test age at which the compressive strength of the masonry is to be determined The testing laboratory that performs the test is required to be certified in accordance with ASTM C 1093 Standard Practice for Accreditation of Testing Agencies for Unit Masonry Prisms must be made of masonry units that are representative of those that will be used in the actual construction, with one exception For units that have flutes or ribs that project at least 1 2 inch, the flutes or ribs must be removed by saw cutting flush with the unit at the base of the flute or rib When the construction includes multi-wythe masonry in which the wythes have different units or mortar types, prism sets are required for each different wythe for separate testing Prisms are constructed by laying the units in stack bond in stretcher position, as shown in Figure 43 The full length of the units may be used to form the prism, or the units may be reduced in length to no less than 4 inches Mortar material and joint thickness used to make the prism should correspond to those in the actual construction, but full mortar bedding should be used even if faceshell bedding will be used in the project Mortar bedding is discussed further in 6 Prisms are built to a minimum of two units high, with a height to thickness ratio between 13 and 50 Prisms are built inside a moisture-tight bag, which is sealed upon completion of prism construction and maintained until two days prior to testing If the unit cells or collar joint will be grouted in the construction, grouted prisms should be fabricated Newly fabricated prisms must be stored in a way to prevent them from freezing They are kept undisturbed for 48 hours after construction or grouting, whereupon they are transported to the laboratory for storage at room temperature To prevent damage during handling and transportation, the prisms must strapped or clamped and secured
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Prisms must be made of masonry units that are representative of those that will be used in the actual construction
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In the laboratory, the prisms are capped on the top and bottom with sulfur-filled capping or high-strength gypsum cement to produce smooth, level, and parallel surfaces The test machine is required to have an accuracy of plus or minus 10 percent over the anticipated load range The laboratory s test report will include the failure load for each prism, the compressive strength of each prism, and the average compressive strength of the prism set Prism compressive strength is calculated as the failure load divided by the net cross-sectional area for hollow unit prisms and as the failure load divided by the gross cross-sectional area for solid unit prisms and for grouted prisms Values are reported to the nearest 10 psi To account for variations in the height-to-thickness ratios
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