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TABLE 211 Black, Gray Brown, Red Rose, Pink
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Coloring Pigments for Mortar Pigments Used2 Black iron oxide, mineral black, carbon black Red iron oxide, brown iron oxide, raw umber, burnt umber Red iron oxide (varying amounts) Yellow ochre, yellow iron oxide White cement and white sand (no pigments required) Chromium oxide, phthalocyanine green Cobalt blue, ultramarine blue, phthalocyanine blue
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Color of finished mortar is affected by color of cement and aggregates 2 Synthetic iron oxides have more tinting power than natural iron oxides, so less pigment is required per unit of mortar to produce a given color Synthetic oxides also produce brighter, cleaner colors (Beall & Jaffe, Concrete and Masonry Databook, McGraw-Hill, 2003)
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Mortar that is used to construct masonry is governed by ASTM C 270 Standard Specification for Mortar for Unit Masonry That standard defines four types of mortar: N, S, M, and O Of these, only Types N, S, and M are addressed in the MSJC Code and Specification The International Building Code, however, includes Type O An additional mortar type, Type K, is not used in modern construction, but may be used for repointing older buildings, as discussed in 6 Table 212 lists the appropriate uses for each mortar type, and Table 213 gives the recommended and alternate applications for each mortar type according to ASTM C 270 ASTM C 270 allows mortar to be specified by either proportions or by properties When specifying mortar by proportions, the relative volumetric quantities of the component materials are listed The proportion specification is a prescriptive specification When mortar
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Calcium chloride should only be used with caution, since it may have a detrimental effect on metals and some wall finishes
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The letters used to designate mortar types were derived from the word MASONWORK Starting with the first letter of that word and deleting the second, fourth, sixth, and eighth letters leaves M , S , N , O , and K When listed in this sequence, the mortar types are ranked from highest compressive strength to lowest compressive strength
is made by combining the specified materials in the specified amounts, the properties of that mortar can be predicted based on established historic usage When specifying by properties, however, aspects of the mortar performance must be established by testing The property specification is a performance specification It is inappropriate to require that both the relative volumetric proportions be followed and that the performance requirements be met Only one method should be used to specify mortar Both methods yield mortar of equivalent quality When the project specifications do not detail whether the proportion specification method or the property specification method should be followed, the proportion specification is considered to govern However, even under those circumstances, data can be presented to the specifier to demonstrate that a mortar that does not meet the proportion requirements still meets the property requirements
TABLE 212 Type N S M
Mortar Types and Applications Application for general use; best choice unless another type is needed for a specific purpose alternative general use mortar with higher compressive strength; needed below grade and in high seismic regions alternative mortar with highest compressive strength and lowest workability; alternative for below grade masonry and in high seismic regions alternative mortar for non-bearing masonry and for repointing older masonry alternative mortar for repointing historic masonry
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TABLE 213
ASTM C 270 Guide for the Selection of Masonry Mortars Mortar Type Building Segment Loadbearing walls Non-loadbearing walls Parapet walls Foundation walls, retaining walls, sewers, manholes, walks2, pavements2, and patios2 Loadbearing walls Non-loadbearing partitions Recom d N O1 N S Alt S or M N or S S M or N
Location Exterior, above grade
Exterior, at or below grade Interior
N O1
S or M N
Type O mortar is recommended for use where the masonry is unlikely to be frozen when saturated and unlikely to be subjected to high winds or other significant lateral loads Type N or S should used in other cases 2 Masonry exposed to weather in a nominally horizontal surface is extremely vulnerable to weathering Mortar for such masonry should be selected with due caution (Extracted, with permission, from ASTM C 270 Standard Specification for Mortar for Unit Masonry, copyright ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428 A copy of the complete standard may be obtained from ASTM, phone: 610832-9585, email: service@astmorg, website: wwwastmorg)
The ASTM C 270 proportion specification for mortar is shown in Table 214 These proportions are by volume, not weight Table 215 provides bulk densities of mortar materials so that volume proportions can be converted into weights for batching Note that two air-entraining materials are not permitted to be combined in the same mortar
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