SECTION 04065

MASONRY MORTAR

 

PART 1 - GENERAL

 

1.01 SECTION INCLUDES

A. Mortar for Unit Masonry and Masonry Repointing

1.02 RELATED SECTIONS

Note to Specifier: Select appropriate related section(s)

 A. Section 04200 - Masonry Units, for installation of mortar

 A. Section 04210 - Clay Masonry Units, for installation of mortar

 A. Section 04220 - Concrete Masonry Units, for installation of mortar

 A. Section 04901 - Masonry Restoration, for installation of mortar

 A. Section 04902 - Clay Masonry Restoration, for installation of mortar

1.03 REFERENCES

A. American Society for Testing and Materials (ASTM)

 1. ASTM C109 Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. Or 50-mm Cube Specimens)

 2. ASTM C144, Specification for Aggregate for Masonry Mortar

 3. ASTM C150, Specification for Portland Cement

 4. ASTM C207, Specification for Hydrated Lime for Masonry Purposes

 5. ASTM C270, Specification for Mortar for Unit Masonry

 6. ASTM C780 Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry

 7. ASTM C1148, Standard Test Method for Measuring the Drying Shrinkage of Masonry Mortar

 

1.04 SUBMITTALS

 A. Submit the following in accordance with Section 01330:

 1. Product Data

 a. Submit manufacturer's instructions, product data and MSDS.

 b. Submit data indicating proportion or property specifications used for each type of mortar including Portland cement, lime sand and coloring admixtures, if any.

 

 2. Samples: Submit cured samples of colored mortar to Architect for initial review

 

 3. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

 

 B. Submit the following in accordance with Section 01450 (Quality Control):

 

 1. Mortar Mix Design.

 2. Submit test reports for mortar indicating conformance with ASTM C270 property specifications.

 

1.05 QUALITY ASSURANCE

 

A. Cementitious materials, aggregates and color admixtures are to be blended and packaged under factory controlled conditions, requiring only the addition of water on site.

 B. Use approved mix designs and single-source all aggregates, cement, lime and color admixtures to assure maximum consistency.

 C. Mock-Up: Before starting work, prepare and repoint a sample area of not less than 10 feet high and 10 feet long using the procedures, proposed colors and texture, finish and workmanship for approval by the Architect.

 

1.06 DELIVERY, STORAGE AND HANDLING

 

 A. Deliver prepackaged, dry-blended mortar mix to project site in clearly labeled plastic-lined bags each bearing the name and address of the manufacturer, Production Codes or Batch Numbers, and color or formula numbers. Individual bag weight is approximately 50 pounds.

 B. Store mortar off the ground and in accordance with manufacturer's instructions to prevent contamination by foreign materials. Maintain packaged materials in a clean, dry state protected against weather, traffic and foreign materials.

 

1.07 ENVIRONMENTAL REQUIREMENTS

 

 A. Cold Weather Requirements

 1. When ambient air temperature is below 40 degrees F, heat mixing water to maintain mortar temperature between 40 and 120 degrees F until placed. If necessary, store materials in a heated area to allow mortar temperatures to remain above 40 degrees F throughout the placement and finishing cycle.

 2. Subject to written approval of the mortar manufacturer, and in accordance with their written dosage instructions, add the recommended quantity and type of non-chloride accelerating admixture when temperatures are below 32 degrees F.

 B. Hot Weather Requirements

 1. Under hot, dry and windy conditions use proper predampening, protection and moist curing procedures as required to keep mortar moist for 72 hours following final tooling.

 

PART 2 - PRODUCTS

 

2.01 MANUFACTURERS

 A. Prepackaged mortar shall be SPEC-JOINT 46 as manufactured by Edison Coatings, Inc., Plainville, CT (800) 697-8055.

 

2.02 MATERIALS

 

 A. Portland cement: ASTM C150 Type I, grey or white as required to match original mortar. Fly ash, slag and pozzolans are not permitted as substitutes for Portland cement.

 B. Hydrated Lime: ASTM C207 Type S, incorporated as a finely divided powder in uniform particle size, free of lumps, flakes or other inconsistencies.

 C. Mortar Aggregate: ASTM C144 Natural sand blend, rounded to sub-angular in shape, washed, screened and dried, with zero or near zero -270 crystalline silica content. Aggregate to be selected to match the color and texture of the original mortar aggregates as closely as possible while remaining in compliance with ASTM C144 grading and soundness requirements.

 D. Mortar Colors: Inorganic mineral oxides meeting the requirements of ASTM C797, at levels not to exceed 10% on cement weight, except for carbon black, which may not exceed 2% on cement weight.

 E. Admixtures: NO admixtures shall be used without the express written consent of the Architect and the mortar manufacturer. Calcium chloride is not permitted in any mortar. Admixtures containing more than 0.1% chloride ions are NOT permitted.

 F. Water: Potable, free of deleterious quantities of materials which may naffect mortar performance or appearance.

 

2.03 MIXING MORTAR

 

 A. All mortar shall be preblended, pre-colored and prepackaged under controlled factory conditions. All ingredients are to be batched within plus or minus 1% accuracy, except pigments which shall be weighed to a precision of 0.01%.

 

 1. Mortar shall conform to the minimum property requirements given in Table II of ASTM C270, based on 28 day laboratory testing ONLY. Mortar type shall be as selected, based on the following criteria:

 

 a. Type M: 2500 psi min.; for pavements and walls in contact with earth or below grade.

 b. Type S: 1800 psi min.; for chimneys, parapets and load-bearing masonry constructions.

 c. Type N: 750 psi min.; for general repointing of walls

 d. Type O: 350 psi min.; for repointing of softer masonry or masonry where original mortar design mix was Type O.

 e. Type K: High lime mortar; for repointing of historic masonry or structures constructed with low strength brick or sandstone.

 f. Straight lime Mortar "L": No Portland cement in mix; for masonry buildings constructed prior to 1900 and incorporating lime mortars without Portland cement.

 

 B. Thoroughly mix mortar in quantities needed for immediate use, using mechanical mortar mixer or paddle mixer. Add approximately half the required water and mix mortar for a minimum of 5 minutes, and then slowly add water as needed to reach the desired working consistency. Do not exceed mix time of 10 minutes.

 C. Add only clean, potable water at the project site. Do not add cement, lime, bonding agents, coloring admixtures, set accelerators, plasticizers, air entraining admixtures or other materials unless specifically authorized in writing.

 

 D. Use a batch type mixer in accordance with ASTM C270, Subparagraph 6.3.

 

 E. Use of ready mix mortar (ASTM C1142) is PROHIBITED.

 

 F. Use mortar within 1-1/2 hours of mixing, after which unused mortar is to be discarded. This period must be reduced to 30 minutes in hot weather. Retempering is allowed in accordance with ASTM C270, Subparagraph 6.4, if it is demonstrated that retempering does not negatively affect color consistency. Retempering is to be used to replace water lost to evaporation only. Do not retemper mortars which have begun to set.

 

PART 3 - EXECUTION

 

3.01 INSTALLATION

 

 A. Pre-dampen masonry surfaces to receive repointing mortar for a minimum of 20 minutes prior to mortar placement. Masonry surfaces should be saturated but free of excess or standing water at time of mortar placement.

 

 B. Fill mortar into joints in 1/4 inch "lifts". Start by filling deeper sections, compacting each layer, packing it into the rear and corners of the joint.

 

 C. As soon as the mortar reaches "thumbprint" hardness, apply the next layer at 1/4 inch thickness. A minimum of 2 layers are required.

 

 D. When final layer is thumbprint hard, tool to specified profile. Match to adjacent, existing profile or to original profile as instructed.

 E. To avoid changing the appearance of the building, it may be necessary to slightly recess the mortar from the masonry surface. Do not flush fill joints in worn masonry if this results in a visually wider joint than the original.

 

 F. Remove excess mortar and smears using a stiff natural bristle brush and clean water before it has set.

 

 G. Wet cure tooled joints as required by lightly misting with clean water periodically for up to 3 days following installation. Type K and straight Lime mortars always require 3 days wet cure. Types O and N may require shorter wet cure periods, depending on temperature, humidity, wind and suction of the masonry. Misting should be performed every hour or two on the first day, as required to maintain the mortar in a wet condition, and this may be reduced to every three or four hours on subsequent days.

 

 H. Allow mortar to fully cure for a minimum of 28 days before final cleaning. Longer cure times are required in cooler weather. Only low pressure should be used to avoid damaging newly repointed joints.