Glossary of Asphalt Terms
Used In The ASPHALT EXPERT SYSTEM ®©:
In the universe of Modern Asphalt, there is vocabulary that you might want or better should adopt
so that you can understand your mentors and later that others can understand you.
MC (in % M/M) - Mass Concentration
R (in t/m^3) - Density – Mass / Volume Ratio [M/V] in function of Temperature [T]
VC ss (por) max / as – Maximum Volumetric Concentration of Stone Skeleton With Accessible Pores within Asphalt Specimen / Layer at DENIED COMPACTION
VC bm opt / as - Optimum Volumetric Concentration of Bituminous Mortar in Asphalt Specimen / Layer slightly bellow theoretical maximum density. This is second key value in a process of HMA COMPOSITION OPTIMIZATION. (The Bituminous Mortar consists of Rigden Mortar ‘rm’ and ‘Free’/Intergranular Bitumen ‘bf’)
VC rm opt /as - Optimum Volumetric Concentration of Rigden filler mortar in Asphalt Specimen / Layer. Third key value in a process of HMA COMPOSITION OPTIMIZATION. (The Rigden Mortar consists of Total Filler Material ‘ft’ and Bound / Absorbed Bitumen ‘bb’.)
VC v(des) / as - Designed ‘voids’ in asphalt specimen / layer, due to traffic and climatic conditions and physical incapacity of ANY AM to have NO VOIDS status regardless of energy given to the system. ‘Spatial Disturbances’ are coming from Rigdan Mortar. Additional source of ‘trouble’ that can propagate the error is inefficient asphalt technology - especially in terms of measurement techniques and testing procedures
TMD - Theoretical Maximum Density of Asphalt Mixture
R as - Bulk Specific Gravity / Density of Asphalt Mixture
VTM or VC v / as or AV - Total Voids in Asphalt Mixture
VMA - Voids in Mineral Aggregate
VC b / as - Total Volumetric Concentration of AC / Bitumen in asphalt specimen / layer (sum of intergranular, intragranular and bound bitumen)
VC ss / as - Volumetric Concentration of Stone Skeleton in asphalt specimen /layer
VC bf(int) / as or VC bi / as - of Intergranular Bitumen in asphalt specimen/layer
VC bf(ab) / as - of Absorbed Bitumen in asphalt specimen/layer
VC bb / as - of Bound Bitumen in asphalt specimen/layer
VC ns / as - of Natural Sand in asphalt specimen/layer
VFA - Voids (in Mineral Aggregate) Filled with Asphalt Cement (Bitumen)
MC b / am - Mass Concentration of Binder in Asphalt Mixture
R sm - Density of Stone Material / Aggregate / Mineral Material
R b - Density of Binder (Bitumen)
R v - Density of Air (Voids)
R ss - Density of Stone Skeleton
R ss(por) - Density of Stone Skeleton with PORES
EVC rm / bm or ef VC rm / bm - Effective Volumetric Concentration of RM in BM
FT - film thickness in microns
Asphalt Mixture Types:
HMA - Hot Mix Asphalt
DGACM - Dense Graded Asphalt Concrete Mixture
OGFC - P (‘OG-P’) Open Graded Friction Course Asphalt Concrete Mixture or POROUS AM
SMA - Stone Matrix Asphalt
RAC (d/w) or RAM - Rubberized Asphalt Concrete Mixture (dry/wet)
Asphalt Mixture Modifiers:
ICP - Inorganic Color Pigment Modifier
CR - Crumb Rubber Modifier
CF - Cellulose Fibers Modifier
PmB - Polymerized Bitumen - Modifier
PG - Pulverized Glass Modifier
OTHER TERMS OF INTEREST:
A measure of the viscosity of asphalt with respect to time, measured in poises, conducted at 60°C (140°F). The test method utilizes a partial vacuum to induce flow in the viscometer.
Bins that store the necessary aggregate sizes and feed them to the dryer in substantially the same proportions as are required in the finished mix.
A hard inert mineral material, such as gravel, crushed rock, slag, or crushed stone, used in pavement applications either by itself or for mixing with asphalt.
Internal spaces in a compacted mix surrounded by asphalt-coated particles, expressed as a percentage by volume of the total compacted mix.
Asphalt (asphalt cement)
A dark brown to black cementitious material in which the predominating constituents are bitumens, which occur in nature or are obtained in petroleum processing. Asphalt is a constituent in varying proportions of most crude petroleum and used for paving, roofing, industrial and other special purposes.
Interconnected cracks forming a series of small blocks resembling an alligator's skin or chicken-wire, and caused by excessive deflection of the surface over unstable subgrade or lower courses of the pavement.
Asphalt cement that is classified according to the Standard Specification for Performance Graded Asphalt Binder, AASHTO Designation MP1. It can be either unmodified or modified asphalt cement, as long as it complies with the specifications.
A mixture of asphalt binder and aggregate thoroughly mixed and compacted into a mass.
An emulsion of asphalt binder and water that contains a small amount of an emulsifying agent. Emulsified asphalt droplets may be of either the anionic (negative charge), cationic (positive charge) or nonionic (neutral).
Asphalt Emulsion Mix (Cold)
A mixture of unheated mineral aggregate and emulsified (or cutback) asphalt binder. It can be plant-mixed or mixed in-place.
Asphalt Emulsion Mix (Warm)
A mixture of asphalt emulsion and mineral aggregate usually prepared in a conventional hot mix asphalt plant at a temperature less than 95°C (200°F). It is spread and compacted at a temperature above 65°C (150°F).
A mixture of slow-setting emulsified asphalt, fine aggregate, and mineral filler with a slurry consistency
A course of hot mix asphalt of variable thickness used to eliminate irregularities in the contour of an existing surface prior to placing the subsequent course.
A pavement structure that is designed and constructed so that all courses above the subgrade are asphalt concrete (Full-Depth Asphalt Pavement).
Pavements consisting of a surface course of asphalt concrete over supporting courses such as asphalt concrete bases, crushed stone, slag, gravel, Portland Cement Concrete (PCC), brick, or block pavement.
An application of asphalt primer to an absorbent surface. It is used to prepare an untreated base for an asphalt surface. The prime penetrates or is mixed into the surface of the base and plugs the voids, hardens the top and helps bind it to the overlying asphalt course.
Low viscosity asphalt (highly liquid) that penetrates into a non-bituminous surface upon application.
Asphalt Rubber - Asphalt Concrete (AR-AC)
High quality, thoroughly controlled hot mixture of asphalt rubber binder (AR) and well-graded, high quality aggregate, which can be thoroughly compacted into a uniform dense mass.
Asphalt Rubber Binder (AR)
Conventional asphalt cement to which recycled ground tire rubber has been added, that when reacted with the hot asphalt cement causes a swelling and/or dispersion of the tire rubber particles.
A relatively thin application of asphalt binder applied to an existing asphalt concrete or PCC surface at a prescribed rate. Asphalt emulsion diluted with water is the preferred type. It is used to form a bond between an existing surface and the overlying course.
The high molecular weight hydrocarbon fraction precipitated from asphalt by a designated paraffinic naphtha solvent at a specified solvent-asphalt ratio.
A control system in which the opening and closing of the weigh hopper discharge gate, the bituminous discharge valve, and the pugmill discharge gate are actuated by means of self-acting mechanical or electrical machinery without any intermediate manual control. The system includes preset timing devices to control the desired periods of dry and wet mixing cycles.
A system that automatically maintains the temperature of aggregates discharged from the dryer within a preset range.
A system in which proportions of the aggregate and asphalt fractions are controlled by means of gates or valves, which are opened and closed by means of self-acting mechanical or electronic machinery without any intermediate manual control.
An analytical technique used to determine the equivalent elastic moduli of pavement layers corresponding to the measured load and deflections. In the iterative method, layer moduli are selected and adjusted until the difference between the calculated and measured deflections are within selected tolerances, or the maximum number of iterations has been reached.
Gravel found in natural deposits, usually intermixed with fine material such as sand or clay or a combination thereof; includes gravelly clay, gravelly sand, clayey gravel, and sandy gravel (the names indicate the relative proportion of the materials in the mixture).
The layer in the pavement system immediately below the binder and surface courses. It usually consists of crushed stone, although it may consist of crushed slag or other stabilized or unstabilized material.
A manufacturing facility for producing asphalt paving mixtures that proportions blending. They manufacture asphalt in batches rather than continuously and are more suited for small manufacturing runs and (frequent) changes in mixture types.
The hot mix asphalt course immediately below the surface course, generally consisting of larger aggregates and less asphalt (by weight) than the surface.
A class of black or dark-colored (solid, semisolid, or viscous) cementitious substances, natural or manufactured, composed principally of high molecular weight hydrocarbons, of which asphalts, tars, pitches, and asphaltites are typical.
The nonmetallic product, consisting essentially of silicates and alumino-silicates of lime and of other bases, that is developed simultaneously with iron in a blast furnace.
The upward migration of asphalt binder in an asphalt pavement resulting in the formation of asphalt film on the surface.
The localized buckling or upward movement of a PCC pavement caused primarily by excessive expansion.
A fractured slab technique used in the rehabilitation of Reinforced Concrete Pavement (RCP) that minimizes slab action by fracturing the PCC layer into smaller segments. This reduction in slab length (and debonding from the reinforcement steel) minimizes reflective cracking in new HMA overlays.
The phenomenon when asphalt and water separate in an asphalt emulsion beginning the curing process. The rate of breaking is controlled primarily by the emulsifying agent, and somewhat dependent on environmental conditions.
California Bearing Ratio (CBR)
A test used for evaluating bases, subbases, and subgrades for pavement thickness design it is a relative measure of the shear resistance of a soil (see Soils Manual, MS-10). CBR = load required to force a calibrated piston into a soil specimen / load required to force a like piston into a crushed stone specimen capacity and ride quality of the pavement system.
A surface treatment where a chip seal is followed by the application of either slurry seal or micro-surfacing.
Channeled depressions that sometimes develop in the wheel paths of an asphalt pavement.
Aggregate retained on the 2.36 mm (No. 8) sieve (ASTM standard).
One having a continuous grading in sizes of particles from coarse through fine with a predominance of coarse sizes.
The act of compressing a given volume of material into a smaller volume.
Aggregate characteristics that must follow certain criteria to satisfy a Superpave mix design. Specified test values for these properties are not source specific but widely agreed upon. They include Coarse Aggregate Angularity, Fine Aggregate Angularity, Flat or Elongated Particles, and Clay Content.
The degree of fluidity of asphalt cement at any particular temperature. The con-sistency of asphalt cement varies with its temperature; therefore, it is necessary to use a common or standard temperature when comparing the consistency of one asphalt cement with another.
A type of pavement distortion. Corrugation is a form of plastic deformation typified by ripples across the pavement surface. These distortions usually occur at points where traffic starts and stops, on hills where vehicles brake on the downgrade, on sharp curves, or where vehicles hit a bump and bounce up and down. They occur in asphalt layers that lack stability.
An approximately vertical random cleavage of the pavement caused by traffic loading, thermal stresses and/or aging of the binder.
A large stone, open graded asphalt mixture placed over a distressed pavement that minimizes reflective cracking by absorbing the energy produced by movement in the underlying pavement.
The development of the mechanical properties of the asphalt binder. This occurs after the emulsion has broken and the emulsion particles coalesce and bond to the aggregate.
Asphalt cement that has been liquified by blending with petroleum solvents (diluents). Upon exposure to atmospheric conditions the diluents evaporate, leaving the asphalt cement to perform its function.
Pavements containing at least four inches of HMA over non-stabilized base courses.
The idealized shape of the deformed pavement surface as a result of a cyclic or impact load as depicted from the peak measurements of five or more deflection sensors.
A load-induced, downward movement of a pavement section.
The amount of surface rebound when a load is removed.
The mean value of measured rebound deflections in a test section, plus two standard deviations, adjusted for temperature and most critical period of the year for pavement performance.
The difference between original and final elevations of the pavement surface resulting from the application to, and removal of, one or more loads from the surface.
The term that shall be used to refer to the electronic device(s) capable of measuring the vertical movement of the pavement; and, mounted in such a manner as to minimize angular rotation with respect to its measuring plane at the expected movement. Sensor types include seismometers, velocity transducers, and accelerometers.
Permissible variations from the exact desired proportions of aggregate and bituminous material as manufactured by an asphalt plant.
An aggregate that has a particle size distribution such that when it is compacted, the resulting voids between the aggregate particles, expressed as a percentage of the total space occupied by the material, are less than 10%.
The act of increasing the density of a mixture during the compaction process.
The total number of equivalent 80-kN (18,000-lb.), single-axle load applications (equivalent single axle loads) expected throughout the design period.
The lane on which the greatest number of equivalent 80-kN (18,000-lb.) single axle loads (ESAL) is expected. This will normally be either lane of a two-lane roadway or the outside lane of a multi-lane highway.
The number of years from the initial application of traffic until the first planned major resurfacing or overlay. This term should not be confused with pavement life or analysis period. Adding hot mix asphalt overlays as required will extend pavement life indefinitely or until geometric considerations (or other factors) make the pavement obsolete.
The value of the Subgrade Resilient Modulus (MR) used for designing the pavement structure. It is a percentile value of the subgrade resilient modulus test data distribution that varies with design ESAL.
The breaking up of a pavement into small, loose fragments caused by traffic or weathering (e.g. raveling).
Any change of a pavement surface from its original shape.
A manufacturing facility for producing asphalt paving mixtures that proportions the aggregate, then dries and coats the aggregate with a proportional amount of asphalt in the same drum. Variations of this type of plant use several types of drum modifications, separate (and smaller) mixing drums, and coating units (coater) to accomplish the mixing process. They are more suited for long runs of the same product.
An apparatus that will dry the aggregates and heat them to the specified temperatures.
The ability of a substance to be drawn out or stretched thin. While ductility is considered and important characteristic of asphalt cements in many applications, the presence or absence of ductility is usually considered more significant than the actual degree of ductility.
The property of an asphalt pavement that represents its ability to resist disintegration by weathering and traffic.
The separation of the joint between the pavement and the shoulder, commonly caused by the alternate wetting and drying beneath the shoulder surface. Other causes are shoulder settlement, mix shrinkage, and trucks straddling the joint.
The ratio of the thickness of an existing pavement material compared to the equivalent thickness of a new HMA layer.
The chemical added to the water and asphalt that keeps the asphalt in stable suspension in the water. The emulsifier determines the charge of the emulsion and controls the breaking rate.
(equivalent single axle loads)
The effect on pavement performance of any combination of axle loads of varying magnitude equated to the number of 80-kN (18,000-lb.) single-axle loads that are required to produce an equivalent effect.
The ability of asphalt pavement to resist crack initiation caused by repeated flexing.
Aggregate passing the 2.36 mm (No. 8) sieve.
One having a continuous grading in sizes of particles from coarse through fine with a predominance of fine sizes.
he ability of an asphalt pavement structure to conform to settlement of the foundation. Generally, flexibility of the asphalt paving mixture is enhanced by high asphalt content.
FULL-DEPTH (registered by the Asphalt Institute with the
Localized low areas of limited size.
Bins that store heated and fractionated aggregates prior to their final proportioning into the mixer.
Hot Mix Asphalt (HMA)
High quality, thoroughly controlled hot mixture of asphalt binder (cement) and well-graded, high quality aggregate, which can be compacted into a uniform dense mass.
One or more courses of HMA over an existing pavement.
The resistance an asphalt pavement has to the passage of air and water into or through the pavement.
A measure of the viscosity of asphalt, measured in centistokes, conducted at a temperature of 135°C (275°F).
A layer or course of paving material applied to a base or a previous layer.
A subgrade preparation technique in which the subgrade soil and added lime are mechanically mixed and compacted to produce a higher modulus base material than the in-situ material.
A road base material consisting of a blend of mineral aggregate, lime, fly ash, and water, which when combined in proper proportions and compacted produces a dense mass of increased strength.
Load Equivalency Factor (LEF)
The number of 80-kN (18,000-lb.) single-axle load applications (ESAL) contributed by one passage of an axle.
A vertical crack in the pavement that follows a course approximately parallel to the centerline.
A mixture of asphalt emulsion and mineral aggregate for use in relatively small areas to patch holes, depressions, and distressed areas in existing pavements. Appropriate hand or mechanical methods are used in placing and compacting the mix.
The square opening of a sieve.
A mixture of polymer modified asphalt emulsion, crushed dense graded aggregate, mineral filler, additives and water. It provides a thin resurfacing of 10 to 20 mm (3/8 to 3/4 inch) to the pavement.
A self-propelled unit having a cutting head equipped with carbide-tipped tools for the pulverization and removal of layers of asphalt materials from pavements.
The portion of the fine aggregate passing the 0.075 mm (No. 200) sieve.
A finely divided mineral product, at least 70 percent of which will pass a 0.075 mm (No. 200) sieve. Pulverized limestone is the most commonly manufactured filler, although other stone dust, hydrated lime, portland cement, and certain natural deposits of finely divided mineral matter are also used.
Modified Asphalt Rubber - Asphalt Concrete (MAR-AC)
High quality, thoroughly controlled hot mixture of modified asphalt rubber binder (AR) and well-graded, high quality aggregate, which can be thoroughly compacted into a uniformly dense mass.
Modified Asphalt Rubber Binder (MAR)
Conventional asphalt cement to which recycled ground tire rubber and compounds have been added, that when reacted with the hot asphalt cement causes a dispersion of the tire rubber particles and compounds.
Two or more surface treatments placed one on the other. The aggregate maximum size of each successive treatment is usually one-half the previous one. A multiple surface treatment may be a series of single treatments that produces a pavement course up to 25mm (1 in.) or more in thickness. A multiple surface treatment is a denser wearing and waterproofing course than a single surface treatment.
in nature, which has been derived from petroleum through natural processes of
evaporation of volatile fractions, leaving the asphalt fractions. The native
asphalt of most importance is found in the Trinidad and
Nondestructive Testing (NDT)
In the context of pavement evaluation, NDT is deflection testing, without destruction to the pavement, to determine a pavement's response to pavement loading.
One containing less-fine aggregate in which the void spaces in the compacted aggregate are relatively large and interconnected, usually 10% more.
A pavement surface course that consists of a high-void, asphalt plant mix that permits rapid drainage of rainwater through the course and out the shoulder. The mixture is characterized by a large percentage of one-sized coarse aggregate. This course prevents tires from hydroplaning and provides a skid-resistant pavement surface with significant noise reduction.
The SI unit for viscosity. 1 Pascal-second equals 10 poises.
The lower or underlying pavement course atop the subbase or subgrade and under the top or wearing course.
The entire pavement system of selected materials from subgrade to the surface.
A classification system of asphalt cements based on penetration in 0.1 mm at 25°C (77°F). There are five standard penetration grades for paving: 40-50, 60-70, 85-100, 120-150, and 200-300.
The consistency of a bituminous material expressed as the distance (in tenths of a millimeter) that a standard needle penetrates a sample vertically under specified conditions of loading, time and temperature.
Performance Graded (PG)
Asphalt binder grade designation used in Superpave. It is based on the binder's mechanical performance at critical temperatures and aging conditions.
A construction process where stages of the project are performed sequentially according to design and a predetermined time schedule.
Plant Mix (Cold)
A mixture of emulsified (or cutback) asphalt and unheated mineral aggregate prepared in a central mixing plant and spread and compacted with conventional paving equipment while the mixture is at or near ambient temperature.
A foundation course produced in an asphalt mixing plant, which consists of a mineral aggregate uniformly coated with asphalt cement or emulsified asphalt.
Screens located between the dryer and hot bins, which separate heated aggregates into proper hot bin sizes.
A compactor with a number of tires spaced so their tracks overlap delivering a kneading type of compaction.
A centimeter-gram-second unit of absolute viscosity equal to the viscosity of a fluid in which a value of stress one dyne per square centimeter is required to maintain a difference of velocity of one centimeter per second between two parallel planes in the fluid that lie in the direction of flow and are separated by a distance of one centimeter.
Aggregate particles in a pavement surface that have been worn smooth by traffic.
Conventional asphalt cement to which one or more polymer compounds have been added to improve resistance to deformation at high pavement temperatures and often cracking resistance at low temperatures.
Bowl-shaped openings in the pavement resulting from localized disintegration.
Present Serviceability Index (PSI)
A mathematical combination of values obtained from certain physical measurements of a large number of pavements, so formulated as to determine, within prescribed limits, the Present Serviceability Rating (PSR) for those pavements.
The ability of a specific section of pavement to serve its intended use in its existing condition.
The progressive separation of aggregate particles in a pavement from the surface downward or from the edges inward.
Reclaimed Asphalt Pavement (RAP)
Excavated asphalt pavement that has been pulverized, usually by milling, and is used like an aggregate in the recycling of asphalt pavements.
A self-propelled unit having a transverse cutting and mixing head inside of a closed chamber for the pulverization and mixing of existing pavement materials with asphalt emulsion. Asphalt emulsion (and mixing water) may be added directly through the machine by a liquid additive system and spray bar.
A mixture produced after processing existing asphalt pavement materials. The recycled mix may be produced by hot or cold mixing at a plant, or by processing the materials cold and in-place.
Cracks in asphalt overlays (usually over deteriorated PCC pavements) that reflect the crack pattern in the pavement structure below it.
Resilient Modulus of Elasticity (MR)
A laboratory measurement of the behavior of pavement materials to characterize their stiffness and resiliency (see Soils Manual, MS-10). A confined or unconfined test specimen (core or recompacted) is repeatedly loaded and unloaded at a prescribed rate. The resilient modulus is a function of load duration, load frequency, and number of loading cycles.
Resistance Value (R-value)
A test for evaluating bases, subbases, and subgrades for pavement thickness design.
An instrumented, single-wheel trailer, which measures the roughness of a pavement surface in accumulated millimeters, or inches, per mile.
The pulverization of a portland cement concrete pavement into smaller particles, reducing the existing pavement layer to a sound, structural base that will be compatible to an asphalt overlay.
The mixture of sand and asphalt cement, cutback asphalt or emulsified asphalt. It may be prepared with sand or clay or combinations thereof including gravelly clay, gravelly sand, clayey gravel, and sandy gravel (the names indicate the relative proportions of the materials in the mixture). Either mixing-in-place or plant mix construction may be employed. Sand asphalt is used in construction of both base and surface course and may or may not contain mineral filler.
Fine aggregate (any fraction below a No. 8 sieve) resulting from natural disintegration and abrasion or processing of rock.
A material consisting essentially of fine aggregate particles smaller than 2.36 mm (No. 8) sieve and usually containing material passing a 75 µm (No. 200) sieve. This material usually exhibits some plasticity characteristics.
A method of controlling reflective cracking in HMA overlays that involves constructing joints in the new overlay exactly over the joints in the existing pavement.
A thin surface treatment used to improve the surface texture and protect an asphalt surface. The main types of seal coats are fog seals, sand seals, slurry seals, micro-surfacing, cape seals, sandwich seals and chip seals.
A hot mixture of asphalt binder with clean, angular, graded sand and mineral filler. Its use is ordinarily confined to reservoir liners and landfill caps; usually laid on an intermediate or leveling course.
A form of plastic movement resulting in localized bulging of the pavement.
Interconnected cracks forming a series of large blocks, usually with sharp corners or angles.
An apparatus for laboratory work in which the openings in the mesh are square for separating sizes of material.
A single application of asphalt to a road surface followed immediately by a single layer of aggregate. The thickness of the treatment is about the same as the nominal, maximum size aggregate particles.
Any condition that might contribute to the reduction of friction forces on the pavement surface.
The ability of a paved surface, particularly when wet, to offer resistance to slipping or skidding. Proper asphalt content and aggregate with a rough surface texture are the greatest contributors. The aggregate must not only have a rough surface texture, but also resist polishing.
Crescent-shaped cracks resulting from traffic-induced horizontal forces that are open in the direction of the thrust of wheels on the pavement surface. They result when severe or repeated shear stresses are applied to the surface and there is a lack of bond between the surface layer and the course beneath.
A mixture of emulsified asphalt, well-graded fine aggregate, mineral filler or other additives, and water. A slurry seal will fill minor cracks, restore a uniform surface texture, and restore friction values.
A measure of the purity of asphalt cement. The ability of the portion of the asphalt cement that is soluble to be dissolved in a specified solvent.
Aggregate characteristics that must follow certain criteria to satisfy a Superpave mix design. Specified values are established by local agencies. They include Toughness, Soundness, and Deleterious Materials.
The ability of an asphalt paving mixture to resist deformation from imposed loads. Stability is dependent upon both internal friction and cohesion.
The root-mean-square of the deviations about the arithmetic mean of a set of values.
Tandem or three-wheel rollers with cylindrical steel rolls that apply their weight directly to the pavement.
A compactor having single or double cylindrical steel rolls that apply compactive effort with weight and vibration. The amount of compactive force is adjusted by changing the frequency and amplitude of vibration.
A unit of kinematic viscosity equal to the viscosity of a fluid in poises divided by the density of the fluid in grams per cubic centimeter.
A HMA overlay constructed for the purpose of increasing the structural value and ride quality of the pavement system.
The course in the asphalt pavement structure immediately below the base course. If the subgrade soil has adequate support, it may serve as the subbase.
The soil prepared to support a pavement structure or a pavement system. It is the foundation of the pavement structure.
Superpave Gyratory Compactor (SGC)
A device used during Superpave mix design or quality control activities for compacting samples of hot mix asphalt into specimens used for volumetric analysis. Continuous densification of the specimen is measured during the compaction process.
An asphalt mixture design system that integrates the selection of materials (asphalt, aggregate) and volumetric proportioning with the project's climate and design traffic.
Superpave™ Short for
A crack that follows a course approximately at right angles to the centerline.
The number of ESALs contributed by one passage of a vehicle. Truck Factors can apply to vehicles of a single type or class or to a group of vehicles of different types.
The localized upward displacement of a pavement due to swelling of the subgrade or some portion of the pavement structure.
A measure of a liquid's resistance to flow with respect to time.
A classification system of asphalt cements based on viscosity ranges at 60°C (140°F). A minimum viscosity at 135°C (275°F) is also usually specified. The purpose is to prescribe limiting values of consistency at these two temperatures. 60°C (140°F) approximates the maximum temperature of an asphalt pavement surface in service in the U.S. 135°C (275°F) approximates the mixing and laydown temperatures for hot mix asphalt pavements.
A measure of a liquid's resistance to flow with respect to time.
Aggregate graded with relatively uniform proportions, from the maximum size down to filler.
The ease with which paving mixtures may be placed and compacted.