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Mortar and grout differ conceptually from concrete in these primary respects: water content; stiffness of the mix; aggregate size; and permitted cementitious materials
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FIGURE 21 Relative Consistency of Concrete, Mortar, and Grout
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(Beall & Jaffe, Concrete and Masonry Databook, McGraw-Hill, 2003)
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with appropriate flow and the ability to hydrate the cement (permitting the mortar and grout to harden and gain strength) despite the suction action of the masonry units against which the mortar and grout are placed Concrete is generally mixed to a fairly stiff consistency, with slump between 2 and 6 inches Mortar is mixed to a somewhat looser consistency to permit it to be spread on masonry units, but it must be stiff enough to support the weight of those units Mortar slump is usually between 5 and 8 inches Grout is mixed to a very fluid consistency, which permits it to be placed in and completely fill small spaces Grout slump should be between 8 and 11 inches These comparisons are shown in Figure 21 The size of the aggregate used in mortar and grout is smaller than that used in concrete Mortar aggregate is limited to sand Grout aggregate may be sand alone or sand together with pea gravel Concrete, mortar, and grout are all permitted to have portland cement and blended cement as their cementitious materials However, mortar may also incorporate lime, which is not used in concrete and may only be used sparingly in grout Furthermore, mortar may be made with masonry cement or mortar cement, neither of which is used in grout or concrete
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Concrete, mortar, and grout are all permitted to have portland cement and blended cement as their cementitious materials However, mortar may also incorporate lime, which is not used in concrete and may only be used sparingly in grout
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Both mortar and grout consist of cementitious materials and aggregate in combination with water If the water used to mix mortar and grout is clean and drinkable, then it should be free of contaminants that might detract from the performance of those materials Following is a more detailed discussion of the cementitious materials and aggregate used in mortar and grout
Cementitious Materials
Table 21 lists the ASTM standards that govern the cements that may be used in mortar and grout Portland cement (ASTM C 150), blended hydraulic cement (ASTM C 595), and hydraulic cement (ASTM C 1157) may each be used in mortar or grout However, masonry cement (ASTM C 91) and mortar cement (ASTM C 1329) are only permitted in mortar and may not be used in grout Each of these cement standards classifies the cement into a number of types However, not all of the types are permitted to be used in mortar or grout Table 22 lists cement types that are permitted in mortar and grout, and designates which may be used in mortar and which may be used in grout The most commonly referenced physical requirements for cements are listed in Table 23, including compressive strength, air content, and time of setting Of the five standards that govern the various cements that can be used in mortar or grout, only ASTM C 1329 for mortar cement has a requirement for flexural bond strength That requirement is for 70 psi for Type N mortar cement, 100 psi for Type S mortar cement, and 115 psi for Type M mortar cement The test method for determining flexural bond strength is given in the Annex to ASTM C 1329 The standard warns that the flexural strength value determined by that test should not be regarded as the flexural strength capacity of a masonry wall built
TABLE 21 C C C C C 91 150 595 1157 1329 ASTM Standards for Cement in Mortar and Grout Name ( Standard ) Specification for Masonry Cement Specification for Portland Cement Specification for Blended Hydraulic Cement Performance Specification for Hydraulic Cement Specification for Mortar Cement
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