Any substance that is added in small proportions to bitumen to impart some particular property e.g. improved adhesion, emulsification etc.
An additive that forms a water-resistant chemical bridge between binder and aggregate surface, and hence improves adhesion.
A substance, e.g. silicone oil, which when added to a bitumen will reduce the surface tension and hence the frothing tendency of hot bitumen in the presence of water.
A mixture of mineral aggregate and a bituminous binder. A natural mixture in which bitumen is associated with a substantial proportion of inert mineral matter e.g. Trinidad Lake Asphalt.
Note: In the US 'Asphalt' is used as the term for the bitumen itself.
The high molecular weight hydrocarbon fraction precipitated from bitumen by a designated paraffinic solvent.
The temperature above which a substance, when exposed to air, might ignite in the absence of a source of ignition as a result of contact with a hot surface or by self-heating alone.
Auto-ignition temperature is not an intrinsic property of the substance. It depends upon the surrounding physical circumstances including the size and shape of the substance and the degree of ventilation around it. Therefore, the auto-ignition temperature for any substance can only be indicated approximately.
A modified bitumen, or mixture of bitumen with fluxes, etc used for road sealing or the manufacture of asphalt mixes.
A virtually involatile, adhesive and waterproofing material obtained by refinery processes from crude petroleum, or present in natural asphalt deposits in some parts of the world. It is black or brown in colour and completely or nearly completely soluble in toluene. It is very viscous or near solid at ambient temperatures and softens gradually when heated.
A dispersion of bitumen in water achieved by the use of suitable chemical emulsifying agents. The emulsified bitumen droplets may be anionic (negative charge), cationic (positive charge) or non-ionic (neutral).
Blown bitumen (Oxidised bitumen):
Bitumens used in a wide variety of 'industrial' applications including roofing, flooring, pipe-coating etc. They are produced by passing air through soft bitumen/flux mixtures under controlled temperature conditions. British Standard grades (BS EN 13304) are normally designated by two numbers representing the mid-points of their softening point and penetration ranges.
The rapid increase in volume caused by the presence of water in hot bitumen and the subsequent overflow from a tank.
Bitumen whose viscosity has been reduced by the addition of a relatively volatile flux such as kerosene, to render it more fluid for ease of application.
A chemical additive that is used to stabilise a suspension of bitumen in water in emulsion manufacture. The emulsifier determines the charge of the emulsion and controls the stability.
The lowest temperature at which the application of a small flame in a prescribed manner causes the vapour above a flammable product to ignite when the product is heated under prescribed conditions. The flash point may be measured according to IP Method 34/88 or equivalent in a Closed Cup or by IP 36/84 in an Open Cup.
A fluid added to bitumen to reduce its viscosity. Note also blowing flux - A heavy petroleum liquid that is added to a bitumen to facilitate the production of oxidised grades.
Vapour carrying suspended solid particles or liquid droplets.
A fixed structure providing access to the top of a transport vehicle for loading or discharging operations.
Hard grade bitumens:
These are manufactured in a similar way to paving grade bitumens. They have lower penetration values and higher softening points than paving grade bitu-mens. Hard paving grade bitumens are used in the manufacture of high modulus asphalts.
Occupational exposure standards (OES):
The contaminant concentrations in the working atmosphere annually set, in the UK by the Health and Safety Executive, either as limits which should not normally be exceeded or as limits of good practice. These limits are normally set as Long Term Exposure Standards (8-hour time weighted average values) and/or as Short Term Exposure Limits (10-minute time weighted aver-age maximum exposure limits (MEL).
Oxidised grade bitumen:
See blown bitumen.
The SI unit for viscosity. 1 Pascal-second equals 10 poises.
Paving grade bitumens:
Bitumens used to coat mineral aggregate in the construction and maintenance of paved surfaces.
They are usually produced by vacuum distillation of petroleum, followed in some cases by oxidation/blending process. British Standard Grades (BS EN 12591) are normally designated by the range of the penetration values.
A measure of the consistency of bitumen, determined as the depth to which a standard needle penetrates the sample under the conditions prescribed by BS EN 1426 or equivalent.
Penetration Index (PI):
A measure of the way the binder's consistency (penetration value) changes with temperature. It may be calculated from the penetration at two different temperatures or from the penetration at one temperature and the softening point.
Polycyclic Aromatic Hydrocarbons (PAH):
Also synonymously known as 'Polycyclic Aromatics (PCA)' or 'Polynuclear Aromatics (PNA)'. High boiling members of the family of ring type aromatic hydrocarbons present in the low percentage range in bitumens, some of which, with four to six fused rings and present in minute traces in bitumen.
Polymer Modified Bitumen (PMB):
Bituminous binders containing selected polymers to produce enhanced performance characteristics.They can be used in the same variety of applications as unmodified bitumens.
A deposit, normally formed in an oxygen depleted environment, which can produce self-heating when its temperature or the surrounding oxygen concentration is increased.
Physical study of the deformation of materials linked to viscosity, elasticity, plasticity and flow.
A mixture of bitumen emulsion, well-graded fine aggregate, mineral filler or other additives, and water. Slurry seals are used as surface treatments in road maintennace.
The temperature in degrees C at which a bitumen attains a particular degree of softness with reference to test conditions prescribed by BS EN 1427 or equivalent.
Soft Paving grade bitumen:
Paving bitumens used in the manufacture of soft asphalt.
A measure of the resistance of a fluid to flow. Various scales of measurement are used. The Standard Tar Viscometer (STV) is used in the IP Method 72/86 to characterise cutback bitumens in 'seconds'. Kinematic viscosity is a derived characteristic that can be used to represent the fluid in technical calculations.