fbpx

SET DELAYED MORTAR

Slows Initial Set Time in Hot Weather Conditions
Standard (SD-01) and Color (SD-05)

LONGER BOARD LIFE. GREAT WORKABILITY.

SPEC MIX® Set Delayed Masonry Mortar is a dry preblended set-delayed mortar mix using either a portland cement and hydrated lime formulation, a masonry cement formulation or mortar cement formulation, depending on specific building codes. Blended thoroughly with dried masonry sand and proprietary set delaying admixtures formulated for longer board life, superior bond, and water retention, Set Delayed Mortar slows the initial set time in hot weather conditions. This product meets ASTM C 270, ASTM C 1714, ASTM C 1384, and CSA A179 requirements and is suited for the installation of CMU, brick and stone unit masonry. In addition to custom mix designs that are available for specific applications or properties, the standard Set Delayed Masonry Mortars are designed to be compatible with the characteristics of the specified masonry unit. There is a version acceptable for all types of masonry construction, above or below grade.

Set Delayed Masonry Mortar is produced under strict manufacturing standards, and complete quality control measures are implemented with each batch. A digital printout displaying the proper proportions per batch may be kept as a permanent record. Submittals are available upon request for certification to ASTM C 270, ASTM C 1714, CSA A179 and other applicable ASTM standards.

Product Features

• Slows the initial set time in hot weather conditions.
• Meets C 270, ASTM C 1714, ASTM C 1384, and CSA A 179 requirements and is suited for installation of CMU, brick and stone unit masonry.
• Designed to be compatible with the characteristics of the specified masonry unit.• Produced under strict manufacturing standards, and complete quality control measures.

AVAILABLE IN COLOR

LEARN MORE HERE

Set Delayed Mortar Installation/Application

Mortar type should correlate with the particular masonry unit to be used. The specifier should evaluate the interaction of the mortar type and masonry unit specified. That is, masonry units having a high initial rate of absorption will have greater compatibility with mortar that has a high-water retentivity. The material properties of mortar that influence the structural performance of masonry are compressive strength, bond strength and elasticity. Because the compressive strength of masonry mortar is generally less important than bond strength, workability and water retentivity, the latter properties should be given principal consideration in mortar selection. Select mortar based on the design requirements and with consideration of code and specification provisions affected by the mortar.

A sample of the proposed product will be provided by the manufacturer for architectural approval and testing, if required. Preparation of a panel with all materials and systems employed in the final project is imperative. Retain the mock-up or field sample through the completion of the project.

Allow mortar to cure a minimum of 7 days but no more than 28 days before cleaning. Consult manufacturer of the masonry units and cleaning chemicals for further instructions to ensure proper washing procedures.

Clean masonry only with a national proprietary cleaning agent (following the manufacturer’s instructions) or potable water. SPEC MIX products must be kept dry, covered and protected from weather and other damage.

Set Delayed Mortar Properties
Compressive StrengthReference MortarSet Delay MortarASTM C 1384 Requirement
7 Day1,700 psi1,600 psi70% min of ref
28 Day2,200 psi1,900 psi80% min of ref
Reference MortarSet Delay MortarASTM C 1384 Requirement
Water Retention93%94%Report
Air Content5%5%Report
Board Life60min80minReport
Initial Set8h11hAt least 1h later and not more than 8h earlier than ref.
Final Set18h22hAt lease 1:00h earlier then reference

Sizes and Equipment

SPEC MIX Set Delayed Mortar is available in 80 lb (36.2 kg) packages for easy hand loading or in 3,000 lb (1,360.7 kg) reusable bulk bags to be used with the various SPEC MIX silo systems. When using the silo system, once the bulk bags of mortar are delivered to the project site, the portable silo is loaded with a jobsite forklift and the product is dispensed into a mechanical batch mixer.


Set Delayed Mortar Mixing Instructions

WEAR IMPERVIOUS GLOVES, such as nitrile.
1. Mixing is best accomplished by using a mechanical mixer to ensure optimal workability and performance.
2. Use clean, potable water; add the amount of water consistent with optimum workability which provides adequate water to satisfy the initial rate of absorption of the masonry units.
3. Mixing times are four to five minutes when using a mechanical batch mixer and should be held consistent from batch to batch.
4. Maintain the same mixing procedures to maintain consistency throughout the project.
5. Tool mortar joints when the surface is thumbprint hard. Keep tooling times consistent.
6. Hand mix mortar only with written approval by the specifier who should outline procedures.
7. Use mortar within 2.5 hours after initial mixing.
8. Retemper mortar only when mixing water is lost due to evaporation.
9. Whenever possible, do not retemper colored SPEC MIX masonry mortars by adding additional water; retempering may affect color consistency.