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tray that has sufficient water to cover the bottom 1 8 inch of the brick unit The brick and water level is maintained for one minute, after which the brick is removed, surface water is wiped off, and the brick is re-weighed The reported result is the weight gain, corrected to a basis of 30 square inches of flatwise area Efflorescence testing is performed on ten whole bricks Five specimens are placed on end in a tray that contains a 1-inch depth of distilled water for seven days The other five specimens are stored in the same room but without contact with water At the end of the week, the two sets of specimens are visually compared The reported result is effloresced or not effloresced Other test methods described in ASTM C 67 include: weight per unit area measurement of size, warpage, length change, void area in cored units; void area in deep frogged units; out-of-square, and shell and web thickness These procedures generally require use of a steel rule, steel carpenter s square, calipers, and micrometer
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Concrete units are made of the same ingredients as cast-in-place concrete: portland cement, graded aggregates, and water To enhance properties or appearance, other ingredients may be added, such as air-entraining agent, water-repellent agent, coloring pigment, and pozzolanic materials The manufacturing process consists of machine-molding very dry, no-slump concrete into the desired shape The molded shapes are then subjected to an accelerated curing procedure, either by heating the units in a steam kiln at atmospheric pressure at temperatures ranging from 120 to 180 degrees F for periods up to 18 hours or by subjecting the units to saturated steam at 325 to 375 degrees F in a large cylindrical pressure vessel for a period up to 12 hours after an initial preset period of 1 to 4 hours The units are then dried
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Concrete bricks are solid units, as shown in Figure 13 They may be made of concrete materials or of sand and lime Two ASTM standards govern the manufacture of concrete bricks: ASTM C 55 Standard Specification for Concrete Brick ASTM C 73 Standard Specification for Calcium Silicate Brick (Sand-Lime Brick)
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FIGURE 13 Concrete Brick Units
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(Panarese, Kosmatka, & Randall, Concrete Masonry Handbook, Portland Cement Association, 1991)
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Both types of concrete bricks are designated by grade, but the grade definitions differ in the two standards The concrete brick grade definitions are shown in Table 116 The physical property requirements for concrete brick and sandlime brick include minimum compressive strength and maximum
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TABLE 116 ASTM and Grade C 55 N Concrete Brick Grades Definition for use as architectural veneer and facing units in exterior walls; for use where high strength and resistance to moisture penetration and severe frost action are desired for general use where moderate strength and resistance to frost action and moisture penetration are required for use where exposed to temperature below freezing in the presence of moisture for use where exposed to temperature below freezing but unlikely to be saturated with water
C 55 S C 73 SW C 73 MW
(Extracted, with permission, from ASTM C 55 Standard Specification for Concrete Brick and ASTM C 73 Standard Specification for Calcium Silicate Brick, copyright ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428 Copies of the complete standards may be obtained from ASTM, phone: 610-832-9585, email: service@astmorg, website: wwwastmorg)
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water absorption These requirements are shown in Table 117 The standards also list the permitted tolerances in dimensions and the allowable chippage and cracking When units of either concrete brick or sand-lime brick are exposed in the wall construction, the exposed faces shall not show chips or cracks not otherwise permitted or other imperfections when viewed from a distance of not less than 20 feet under diffused lighting
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