Any substance – other than water, aggregates or cement – added to a concrete or mortar mix to improve or modify some of the properties of the mix, or of the resulting concrete or mortar. These include coloring agents, modifiers to slow or accelerate the setting time, plasticizers to increase workability, and water-reducing agents.
Substance that is inter-ground or blended in limited amounts into a hydraulic cement during manufacture (not at the jobsite) either as a “processing addition” to aid in manufacture and handling of the cement or as a “functional addition” to modify the useful properties of the cement.
Granular ingredients of concrete such as natural sand, gravel, crushed stone, air-cooled blast-furnace slag, vermiculite and perlite (to name a few).
Total volume of air voids, both entrained and entrapped, in cement paste, mortar, or concrete. Entrained air adds to the durability of hardened mortar or concrete and the workability of fresh mixtures.
Intentional introduction of air in the form of minute, disconnected bubbles (generally smaller than 1 mm) during mixing of Portland cement concrete, mortar, grout, or plaster to improve desirable characteristics such as cohesion, workability, and durability.
Admixture for concrete, mortar, or grout that will cause air to be incorporated into the mixture in the form of minute bubbles during mixing, usually to increase the material’s workability and frost resistance.
Air-entraining Portland cement
Portland cement containing an air-entraining addition added during its manufacture.
Entrapped air pocket or an entrained air bubble in concrete, mortar, or grout. Entrapped air voids usually are larger than 1 mm in diameter; entrained air voids are smaller. Most of the entrapped air voids should be removed with internal vibration, power screeding, or rodding.
Production of expansive gel caused by a reaction between aggregates containing certain forms of silica or carbonates and alkali hydroxides in concrete.
concrete that will be permanently exposed to view and which therefore requires special care in selection of concrete ingredients, forming, placing, consolidating, and finishing to obtain the desired architectural appearance.
Autoclaved cellular concrete
Concrete containing very high air content resulting in low density, and cured at high temperature and pressure in an autoclave.
Process of volumetrically measuring and introducing into the mixer the ingredients for a batch of concrete, mortar, grout or plaster.
Nonmetallic byproduct of steel manufacturing, consisting essentially of silicates and aluminum silicates of calcium that are developed in a molten condition simultaneously with iron in a blast furnace.
Flow of mixing water from a newly placed concrete mixture caused by the settlement of the solid materials in the mixture.
Blended hydraulic cement
Cement containing combinations of Portland cement, pozzolans, slag, and/or other hydraulic cement.
Increase in volume of a quantity of sand when in a moist condition compared to its volume when in a dry state.
High air content or high void ratio concrete resulting in low density.
Cement-see Portland cement and Hydraulic cement.
Constituent of concrete, mortar, grout, and plaster consisting of cement and water.
Cementitious material (cementing material)
Any material having cementing properties or contributing to the formation of hydrated calcium silicate compounds. When proportioning concrete, the following are considered cementitious materials: Portland cement, blended hydraulic cement, fly ash, ground granulated blast-furnace slag, silica fume, calcined clay, metakaolin, calcined shale, and rice husk ash.
Chemical admixture-see Admixture.
Bond between materials resulting from cohesion and adhesion developed by chemical reaction.
End product of a Portland cement kiln; raw cementitious material prior to grinding.
Chemical compounds containing chloride ions, which promote the corrosion of steel reinforcement. Chloride deicing chemicals are primary sources.
Natural gravel, crushed stone, or iron blast-furnace slag, usually larger than 5 mm (0.2 in.) and commonly ranging in size between 9.5 mm and 37.5 mm (3⁄8 in. to 11⁄2 in.).
Mutual attraction by which elements of a substance are held together.
Colored concrete (pigmented concrete)
Concrete containing white cement and/or mineral oxide pigments to produce colors other than the normal gray hue of traditional gray cement concrete.
Process of inducing a closer arrangement of the solid particles in freshly mixed and placed concrete, mortar, or grout by reduction of voids, usually by vibration, tamping, rodding, puddling, or a combination of these techniques. Also called consolidation.
Maximum resistance that a concrete, mortar, or grout specimen will sustain when loaded axially in compression in a testing machine at a specified rate; usually expressed as force per unit of cross sectional area, such as megapascals (MPa) or pounds per square inch (psi).
Mixture of binding materials and coarse and fine aggregates. Portland cement and water are commonly used as the binding medium for normal concrete mixtures, but may also contain pozzolans, slag, and/or chemical admixtures.
Relative mobility or ability of freshly mixed concrete, mortar, or grout to flow. (See also Slump and Workability.)
Feterioration of metal by chemical, electrochemical, or electrolytic reaction.
Time-dependent deformation of concrete, or of any material, due to a sustained load.
Process of maintaining freshly placed concrete, mortar or plaster damp to slow evaporation from hydration and maintain a favorable temperature during early stages of setting. Curing assures satisfactory hydration and hardening of the cementitious materials.
Treatment of concrete, mortar, grout, or plaster to retard the passage or absorption of water, or water vapor.
Mass per unit volume; the weight per unit volume in air, expressed, for example, in kg/m3 (lbs/ft3).
Ability of Portland cement concrete, mortar, grout, or plaster to resist weathering action and other conditions of service, such as chemical attack, freezing and thawing, and abrasion.
Rapidly developing rigidity in freshly mixed hydraulic cement paste, mortar, grout, plaster, or concrete.
Irregular shaped, unintentional air voids in fresh or hardened concrete 1 mm or larger
Spherical microscopic air bubbles (usually 10 μm to 1000 μm in diameter) intentionally incorporated into concrete to provide freezing and thawing resistance and/or improve workability.
One or more layers of steel or wire reinforcement encased in Portland cement mortar creating a thin-section composite material.
Thread or thread like material ranging from 0.05 to 4 mm (0.002 to 0.16 in.) in diameter and from 10 to 150 mm (0.5 to 6 in.) in length and made of steel, glass, synthetic (plastic), carbon, or natural materials.
Concrete containing randomly oriented fibers in 2 or 3 dimensions through out the concrete matrix.
Aggregate that passes the 9.5-mm (3⁄8- in.) sieve, almost entirely passes the 4.75-mm (No. 4) sieve, and is predominantly retained on the 75-μm (No. 200) sieve.
Fineness modulus (FM)
Factor obtained by adding the cumulative percentages of material in a sample of aggregate retained on each of a specified series of sieves and dividing the sum by 100.
Mechanical operations like screeding, consolidating, floating, troweling, or texturing that establish the final appearance of any concrete surface.
Property of a building material, element, or assembly to withstand fire or give protection from fire; it is characterized by the ability to confine a fire or to continue to perform a given structural function during a fire, or both.
Ability of solids to resist bending.
Residue from coal combustion, which is carried in flue gases, and is used as a pozzolan or cementing material in concrete.
Temporary supports for keeping fresh concrete in place until it has hardened to such a degree as to be self-supporting (when the structure is able to support its dead load).
Ability of concrete to withstand cycles of freezing and thawing. (See also Air entrainment and Air-entraining admixture.)
Concrete that has been recently mixed and is still workable and plastic.
Size distribution of aggregate particles, determined by separation with standard screen sieves.
Mixture of cementitious material with or without aggregate or admixtures to which sufficient water is added to produce a pouring or pumping consistency without segregation of the constituent materials.
Concrete that is in a solid state and has developed a certain strength.
Heat of hydration
When portland cement is mixed with water, heat is liberated. This heat is called the heat of hydration, the result of the exothermic chemical reaction between cement and water. The heat generated by the cement’s hydration raises the temperature of concrete. (See also Hydration)
High-density concrete (heavyweight concrete/HWC)
Concrete of very high density; normally designed by the use of heavyweight aggregates.
Concrete with a design strength of at least 70 MPa (10,000 psi).
Term that describes the failure of mortar to completely surround coarse aggregates in concrete, leaving empty spaces (voids) between them.
Dry powder obtained by treating quicklime with sufficient water to satisfy its chemical affinity for water; consists essentially of calcium hydroxide or a mixture of calcium hydroxide and magnesium oxide or magnesium hydroxide, or both.
The chemical reaction between hydraulic cement and water in which new compounds with strength-producing properties are formed.
Cement that sets and hardens by chemical reaction with water, and is capable of doing so under water. (See also Portland cement.)
Units of length, area, volume, weight, and temperature commonly used in the United States during the 18th to 20th centuries. These include, but are not limited to: (1) length-inches, feet, yards, and miles; (2) area-square inches, square feet, square yards, and square miles; (3) volume-cubic inches, cubic feet, cubic yards, gallons, and ounces; (4) weight-pounds and ounces; and (5) temperature- degrees Fahrenheit.
Rotary furnace used in cement manufacture to heat and chemically combine raw inorganic materials, such as limestone, sand and clay, into calcium silicate clinker.
Low-density aggregate used to produce lightweight (low-density) concrete. Could be expanded or sintered clay, slate, diatomaceous shale, perlite, vermiculite, or slag; natural pumice, scoria, volcanic cinders, tuff, or diatomite; sintered fly ash or industrial cinders.
Low-density concrete compared to normal-density concrete.
General term that includes the various chemical and physical forms of quicklime, hydrated lime, and hydraulic lime. It may be high-calcium, magnesia, or dolomitic.
Concrete masonry units (CMU), clay brick, structural clay tile, stone, terra cotta, and the like, or combinations thereof, bonded with mortar, dry-stacked, or anchored with metal connectors to form walls, building elements, pavements, and other structures.
Hydraulic cement, primarily used in masonry and plastering construction, consisting of a mixture of Portland or blended hydraulic cement and plasticizing materials (such as limestone, hydrated or hydraulic lime) together with other materials introduced to enhance one or more properties such as setting time, workability, water retention, and durability.
Cast-in-place concrete in volume large enough to require measures to compensate for volume change caused by temperature rise from heat of hydration in order to keep cracking to a minimum.
Highly reactive pozzolan made from kaolin clays.
Also called System International (SI) Units. System of units adopted by most of the world by the 21st Century. These include but are not limited to: (1) length-millimeters, meters, and kilometers; (2) area-square millimeters and square meters; (3) volume-cubic meters and liters; (4) mass-milligrams, grams, kilograms, and megagrams; and (5) degrees Celsius.
Mineral admixtures –see Supplementary cementitious materials.
Modulus of elasticity
Ratio of normal stress to corresponding strain for tensile or compressive stress below the proportional limit of the material; also referred to as elastic modulus, Young’s modulus, and Young’s modulus of elasticity; denoted by the symbol E.
Curing with moist air (no less than 95% relative humidity) at atmospheric pressure and a temperature of about 23ºC (73ºF).
Mixture of cementitious materials, fine aggregate, and water, which may contain admixtures, and is usually used to bond masonry units.
Hydraulic cement, primarily used in masonry construction, consisting of a mixture of Portland or blended hydraulic cement and plasticizing materials (such as limestone, hydrated or hydraulic lime) together with other materials introduced to enhance one or more properties such as setting time, workability, water retention, and durability. Mortar cement and masonry cement are similar in use and function. However, specifications for mortar cement usually require lower air contents and they include a flexural bond strength requirement.
Normal weight concrete
Class of concrete made with normal density aggregates, usually crushed stone or gravel, having a density of approximately 2400 kg/m3 (150 lb/ft3). (See also Lightweight concrete and High-density concrete.)
Concrete having a slump of less than 6 mm (1⁄4 in.).
Layer of concrete or mortar placed on or bonded to the surface of an existing pavement or slab. Normally done to repair a worn or cracked surface. Overlays are seldom less than 25 mm (1 in.) thick.
Highway, road, street, path, or parking lot surfaced with concrete. Although typically applied to surfaces that are used for travel, the term also applies to storage areas and playgrounds.
Property of allowing passage of fluids or gases.
Pervious concrete (no-fines or porous concrete)
Concrete containing insufficient fines or no fines to fill the voids between aggregate particles in a concrete mixture. The coarse aggregate particles are coated with a cement and water paste to bond the particles at their contact points. The resulting concrete contains an interconnected pore system allowing storm water to drain through the concrete to the subbase below.
Chemical symbol for the logarithm of the reciprocal of hydrogen ion concentration in gram atoms per liter, used to express the acidity or alkalinity (base) of a solution on a scale of 0 to 14, where less than 7 represents acidity, and more than 7 alkalinity
Special hydraulic cement product manufactured for plaster and stucco application. One or more inorganic plasticizing agents are interground or blended with the cement to increase the workability and molding characteristics of the resultant mortar, plaster, or stucco.
Property of freshly mixed cement paste, concrete, mortar, grout, or plaster that determines its workability, resistance to deformation, or ease of molding.
Admixture that increases the plasticity of Portland cement concrete, mortar, grout, or plaster.
Polymer-Portland cement concrete
Fresh Portland cement concrete to which a polymer is added for improved durability and adhesion characteristics, often used in overlays for bridge decks; also referred to as polymer-modified concrete and latex-modified concrete.
Shallow depression in a concrete surface resulting from the breaking away of pieces of concrete due to internal pressure.
Portland blast-furnace slag cement
Hydraulic cement consisting of: (1) an intimately interground mixture of Portland-cement clinker and granulated blast-furnace slag; (2) an intimate and uniform blend of Portland cement and fine granulated blast-furnace slag; or (3) finely ground blast-furnace slag with or without additions.
Calcium silicate hydraulic cement produced by pulverizing Portland-cement clinker, and usually containing calcium sulfate and other compounds. (See also Hydraulic cement.)
Portland cement plaster
A combination of Portland cement-based cementitious material(s) and aggregate mixed with a suitable amount of water to form a plastic mass that will adhere to a surface and harden, preserving any form and texture imposed on it while plastic. See also Stucco.
Hydraulic cement consisting of an intimate and uniform blend of Portland cement or Portland blast-furnace slag cement and fine pozzolan produced by intergrinding Portland cement clinker and pozzolan, by blending Portland cement or Portland blast-furnace slag cement and finely divided pozzolan, or a combination of intergrinding and blending, in which the amount of the pozzolan constituent is within specified limits.
Siliceous or siliceous and aluminous materials, like fly ash or silica fume, which in itself possess little or no cementitious value but which will, in finely divided form and in the presence of moisture, chemically react with calcium hydroxide at ordinary temperatures to form compounds possessing cementitious properties.
Concrete cast in forms in a controlled environment and allowed to achieve a specified strength prior to placement on location.
Concrete in which compressive stresses are induced by high-strength steel tendons or bars in a concrete element before loads are applied to the element which will balance the tensile stresses imposed in the element during service. This may be accomplished by the following: Post-tensioning-a method of prestressing in which the tendons/bars are tensioned after the concrete has hardened; or Pretensioning- a method of prestressing in which the tendons are tensioned before the concrete is placed.
Actions taken by a producer or contractor to provide control over what is being done and what is being provided so that applicable standards of good practice for the work are followed.
High-strength, low-water and low-porosity concrete with high silica content and aggregate particle sizes of less than 0.3 mm.
Concrete manufactured for delivery to a location in a fresh state.
Hardened concrete that has been processed for reuse, usually as an aggregate.
Concrete to which tensile bearing materials such as steel rods or metal wires are added for tensile strength.
A ratio relating the mass of a volume of material to that of water; also called specific gravity.
The ratio of the quantity of water vapor actually present in the atmosphere to the amount of water vapor present in a saturated atmosphere at a given temperature, expressed as a percentage.
An admixture that delays the setting and hardening of concrete.
Roller-compacted concrete (RCC)
A zero slump mix of aggregates, cementitious materials and water that is consolidated by rolling with vibratory compactors; typically used in the construction of dams, industrial pavements, storage and composting areas, and as a component of composite pavements for highways and streets.
Disintegration and flaking of a hardened concrete surface, frequently due to repeated freeze-thaw cycles and application of deicing chemicals.
Separation of the components (aggregates and mortar) of fresh concrete, resulting in a non-uniform mixture.
Self-compacting concrete (SCC)
Concrete of high workability that require little or no vibration or other mechanical means of consolidation.
The degree to which fresh concrete has lost its plasticity and hardened.
Very fine non-crystalline silica which is a byproduct from the production of silicon and ferrosilicon alloys in an electric arc furnace; used as a pozzolan in concrete.
Mortar or small-aggregate concrete that is conveyed by compressed air through a hose and applied at high velocity to a surface. Also known as gunite and sprayed concrete.
Decrease in either length or volume of a material resulting from changes in moisture content, temperature, or chemical changes. containing expansive cement, or an admixture, which produces expansion during hardening and thereby offsets the contraction occurring later during drying (drying shrinkage).
Hydraulic cement consisting mostly of an intimate and uniform blend of ground, granulated blast-furnace slag with or without Portland cement or hydrated lime.
Measure of the consistency of freshly mixed concrete, equal to the immediate subsidence of a specimen molded with a standard slump cone.
Thin mixture of an insoluble substance, such as Portland cement, slag, or clay, with a liquid, such as water.
Mixture of soil and measured amounts of Portland cement and water compacted to a high density; primarily used as a base material under pavements; also called cement-stabilized soil.
Specific gravity –see Relative density.
Portland cement plaster and stucco are the same material. The term “stucco” is widely used to describe the cement plaster used for coating exterior surfaces of buildings. However, in some geographical areas, “stucco” refers only to the factory-prepared finish coat mixtures. (See also Portland cement plaster.)
Most common form of chemical attack on concrete caused by sulfates in the groundwater or soil manifested by expansion and disintegration of the concrete.
Admixture that increases the flow ability of a fresh concrete mixture.
Supplementary cementitious (cementing) materials
Cementitious material other than Portland cement or blended cement. See also Cementitious material.
Stress up to which concrete is able to resist cracking under axial tensile loading.
Density of fresh concrete or aggregate, normally determined by weighing a known volume of concrete or aggregate (bulk density of aggregates includes voids between particles).
High-frequency agitation of freshly mixed concrete through mechanical devices, for the purpose of consolidation.
Either an increase or a decrease in volume due to any cause, such as moisture changes, temperature changes, or chemical changes. (See also Creep.)
(1) The process by which a liquid (water) is drawn into and tends to fill permeable pores in a porous solid. (2) The amount of water absorbed by a material under specified test conditions, commonly expressed as a percentage by mass of the test specimen.
Water to cementing (cementitious) materials ratio
Ratio of mass of water to mass of cementing materials in concrete, including Portland cement, blended cement, hydraulic cement, slag, fly ash, silica fume, calcined clay, metakaolin, calcined shale, and rice husk ash.
Water to cement ratio (water-cement ratio and w/c)
Ratio of mass of water to mass of cement in concrete.
Admixture whose properties permit a reduction of water required to produce a concrete mix of a certain slump, reduce water-cement ratio, reduce cement content, or increase slump.
White Portland cement
Cement manufactured from raw materials of low iron content.
Property of freshly mixed concrete, mortar, grout, or plaster that determines its working characteristics, that is, the ease with which it can be mixed, placed, molded, and finished. (See also Slump and Consistency.)
Volume per batch of concrete expressed in cubic meters (cubic feet).
Concrete without measurable slump (see also No-slump concrete).