| 1 |
Type M Structural Masonry Mortar |
Portland cement, hydrated lime or masonry cement, graded sand, and water. |
Minimum compressive strength of approximately 17.2 MPa (2,500 psi) under ASTM C270 property specifications. |
Heavy-load masonry, retaining walls, foundations, below-grade walls, and high-strength concrete masonry units. |
High compression and severe weather exposure when specified by the engineer. |
Verify compatibility with the masonry unit, local building code, water absorption, freeze-thaw requirements, and site mixing instructions. |
| 2 |
Type S General Structural Mortar |
Cementitious binder, hydrated lime or masonry cement, clean graded sand, and water. |
Minimum compressive strength of approximately 12.4 MPa (1,800 psi) under ASTM C270 property specifications. |
Exterior walls, load-bearing masonry, below-grade construction, chimneys, and moderate structural work. |
Good resistance to wind, moisture, and moderate freeze-thaw conditions when properly detailed. |
Check bond strength, water retention, workability, color consistency, and compliance with ASTM C270 or an equivalent national standard. |
| 3 |
Type N Medium-Duty Mortar |
Portland cement or masonry cement, hydrated lime, graded sand, and water. |
Minimum compressive strength of approximately 5.2 MPa (750 psi) under ASTM C270 property specifications. |
Above-grade walls, brickwork, concrete block, veneer, partitions, and general residential construction. |
Normal interior and exterior exposure above grade. |
Select a mortar strength that is not unnecessarily higher than the masonry unit; excessive strength can increase cracking risk in some assemblies. |
| 4 |
Type O Low-Strength Mortar |
Higher lime content with cementitious binder, fine graded sand, and water. |
Minimum compressive strength of approximately 2.4 MPa (350 psi) under ASTM C270 property specifications. |
Interior non-load-bearing walls, historic masonry repair, and applications requiring high flexibility. |
Primarily protected interior or low-exposure locations. |
Confirm that the low strength is permitted by the project specification; generally unsuitable for structural or severe exterior exposure. |
| 5 |
Pre-Blended Masonry Cement Mortar |
Masonry cement and graded sand, supplied as a factory-proportioned dry blend; water is added on site. |
Available in formulations designed to meet common ASTM C270 mortar types, subject to the product specification. |
General brick, block, stone, veneer, and small-to-medium masonry projects. |
Interior and exterior construction, depending on the declared mortar type and performance data. |
Review batch uniformity, bag moisture protection, sand grading, working time, yield, and required water dosage. |
| 6 |
Thin-Bed AAC Block Mortar |
Cementitious powder, fine mineral fillers, water-retention agents, and polymer or cellulose-based additives. |
Designed for thin joints commonly around 2–3 mm; performance varies by AAC system and applicable standard. |
Autoclaved aerated concrete blocks and panels with accurately manufactured faces. |
Interior and exterior walls when protected and detailed according to the AAC system requirements. |
Check open time, slip resistance, thermal conductivity, substrate tolerances, joint thickness, and compatibility with the AAC units. |
| 7 |
Polymer-Modified Repair Mortar |
Cement, graded aggregates, polymer modifiers, shrinkage-control additives, and performance-enhancing admixtures. |
Commonly supplied in repair grades ranging from approximately 20 to 50 MPa at 28 days, depending on formulation. |
Concrete patching, spall repair, edge rebuilding, resurfacing, and localized structural or cosmetic repairs. |
Interior or exterior use, provided the selected grade meets moisture, chloride, freeze-thaw, and exposure requirements. |
Evaluate bond strength, shrinkage, layer thickness, curing requirements, substrate preparation, and compatibility with existing concrete. |
| 8 |
Tile-Setting Mortar |
Cement, graded silica or mineral fillers, water-retention agents, and selected polymer modifiers. |
Classified according to the intended installation system; common cementitious grades are evaluated under standards such as ANSI A118.1 or A118.4. |
Ceramic, porcelain, stone, and other tile installations on approved floors, walls, and wet-area substrates. |
Interior, exterior, wet-area, and heavy-duty applications depending on the declared classification. |
Confirm open time, slip resistance, deformability, water resistance, tile size limits, substrate type, and local installation standards. |
| 9 |
Refractory Mortar |
Heat-resistant mineral or calcium-aluminate binder with refractory aggregates and carefully controlled fillers. |
Classified by temperature capability and service conditions; air-setting products are commonly evaluated under ASTM C199. |
Firebrick joints, fireplaces, furnaces, kilns, boilers, incinerators, and other high-temperature masonry. |
High-temperature service; exact limits depend on the product type, firing cycle, chemical environment, and joint design. |
Check maximum service temperature, air-setting or heat-setting behavior, chemical resistance, joint thickness, and curing procedure. |
| 10 |
Hydraulic Lime Mortar |
Natural hydraulic lime, mineral aggregates, and water; some formulations may include pozzolanic materials. |
Classified by hydraulic lime strength classes such as NHL 2, NHL 3.5, or NHL 5 under EN 459-1. |
Historic masonry, breathable wall systems, soft brick, natural stone, repointing, and conservation work. |
Suitable for compatible interior and exterior masonry; exposure selection must match the lime class and substrate. |
Verify vapor permeability, compatible strength, aggregate grading, curing conditions, color, and compliance with conservation requirements. |