bitumen ppt

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  • /BITU

    MENASPH

    ALT

  • DEFINITION

    A black or dark brown non-crystalline solid or viscous material, composed principally of high molecular weight hydrocarbons, having adhesive properties, derived from petroleum either by natural or refinery processes and substantially soluble in carbon disulphide.

  • Bitumen that have been used in, paving includes

    NATIVE ASPHALT : A mixture occurring in nature in which bitumen is associated with inert mineral matter.

    ROCK ASPHALT : A naturally occurring rock formation, usually calcareous, a sandstone in the pores and veins, of which is found impregnated.

    PETROLEUM ASPHALT : These are products of the distillation of crude oil.

  • ORIGIN Asphalt materials have been

    utilized since 3500 B.C. In building and road construction. Their main uses have been as adhesives, waterproofing agents, and as mortars for brick walls.

    These early asphalt materials were native asphalt. These native asphalts were found in pools and asphalt lakes. For example Trinidad and Bermudez lake deposits (asphalt lake).

  • Trinidad Lake Asphalt

  • First US hot mix asphalt (HMA)

    constructed in 1870. Demand for paved roads exceeded

    the supply of lake asphalts in late 1800, lead to use of petroleum asphalts

  • Basic Refining Process Asphalt is simply the residue left over from

    petroleum refining. Crude oil is heated in a large furnace to

    about 340 C (650 F) and partially vaporized. It is then fed into a distillation tower where the lighter components vaporize and are drawn off for further processing.

    The residue from this process (the asphalt) is usually fed into a vacuum distillation unit where heavier gas oils are drawn off. Asphalt cement grade is controlled by the amount of heavy gas oil remaining. Other techniques can then extract additional oils from the asphalt.

  • Depending upon the exact process and the crude oil source, different asphalt cements of different properties can be produced. Additional desirable properties can be obtained by blending crude oils before distillation or asphalt cements after distillation.

  • REFINERY OPERATION

  • RAW MATERIAL

    It is a hydrocarbon product of Petroleum crude which is semi solid material. Bitumen by definition is soluble in carbon disulphide.

    The hydrocarbons that make up bitumen can generally be made up of the following :

    Asphaltenes Resins Oils

  • Asphaltenes are large, high molecular

    weight hydrocarbon fractions precipitated from asphalt by a designated paraffinic naphtha solvent. Asphaltenes have a carbon to hydrogen ratio of 0.8. It is insoluble in n-heptanes/n-pentane, etc. Asphaltenes constitute the body of the asphalt.

  • Resins are hydrocarbon molecules with a carbon to hydrogen ratio of more than 0.6 but less than 0.8. It provides ductility and adhesiveness to asphalt.

    Oils are hydrocarbon molecules with

    a carbon to hydrogen ratio of less than 0.6. Oils influence the viscosity and flow of the asphalt.

  • Constitutes of Bitumen : Complex chemical mixture of molecules

    that are predominantly hydrocarbons with a small amount structurally analogous species (sulphur, nitrogen, oxygen atoms). Some trace quantities of metal such as vanadium, nickel, iron, mg, calcium.

    Carbon : 82-88 % Hydrogen : 8-11 % Sulphur : 0-6 % Oxygen : 0-1.5 % Nitrogen : 0-1 %

  • CLASSIFICATION

    Native Bitumen Cutback Bitumen Bitumen Emulsions Modified Binder

  • ASPHALT CEMENT/NATIVE BITUMEN : The primary asphalt product produced by the distillation of crude oil. They are produced in various viscosity grades, the most common being AC 2.5, AC 5, AC 10, AC20 and AC40.

    The viscosity grades indicate the viscosity in hundreds of poises 20% measured at 60C. For example, AC 2.5 has a viscosity of 250 poises 50.

  • CUTBACK BITUMEN/LIQUID ASPHALT Bitumen, the viscosity of which is

    reduced with a suitable volative diluent usually a petroleum distillate.

    It is a fluid binder that can be handled at air temperatures.

    It can be mixed with aggregates in cold condition.

  • Types and grades are based on the type of solvent, which governs viscosity and the rates of evaporation and curing.

    1. RC (Rapid Curing) : use naphtha or gasoline as a solvent. high volatility of solvent tack coats, surface treatments

  • 2. MC (Medium Curing) : use kerosene as a solvent moderate volatility stockpile patching mix 3. SC (Slow Curing) : use diesel fuel as a solvent low volatility prime coat, dust control

  • :BITUMEN EMULSIONS A liquid product in which a substantial

    amount of bitumen is dispersed in a finely divided droplets in an aqueous medium containing an emulsifier and a stabilizer.

    The emulsifying unit breaks up the asphalt cement and disperses it, in the form of very fine droplets, in the water carrier. When used, the emulsion sets as the water evaporates. The emulsion usually contains 55-75% asphalt cement and upto 3% emulsifying agent.

  • Emulsifier gives surface charge to asphalt droplets suspended in water medium

    Cationic Emulsions : asphalt particles have positive charge adhere better with negative particles

    (e.g. , silica) acid in nature also work better with wet aggregates

    and in cold weather

  • Anionic Emulsions : asphalt particles have negative charge adhere better with positive surface

    charges (e.g.,limestone) alkaline in nature

  • There are three grades of the two types

    of asphalt depending on amount and type of agent used (C indicates cationic type and its absence indicates anionic type) :

    Rapid Setting (RS or CRS) A quick setting emulsion used for

    surface treatment, penetration macadam and tack coat.

  • Medium Setting (MS or CMS) A medium breaking emulsion used for

    plant or road mixes with fine aggregates between 5 percent and 20 percent retained on 2.36 mm sieve.

    - Used for open graded premix work and bituminous macadam.

    Slow Setting (SS or CSS) A slow breaking emulsion used for plant

    or road mixes with graded fine aggregates greater than 20 percent, passes a 2.36 mm sieve and a portion of which may pass a 75 m sieve.

    - Used in slurry seal, seal coat, soil/sand stabilization, etc.

  • TYPES AND GRADES OF BITUMEN EMULSION (CATIONIC)

  • Specification for Cationic Bitumen Emulsion for use in pavement Applications (First Revision)

  • The use asphalt emulsions is growing due to various problems with asphalt cutback including

    The solvents in the cutbacks, such as gasoline, which are lost due to evaporation becoming more expensive. With emulsions, water is the main material that evaporates.

    Evaporation of the solvents in the cutbacks releases hydrocarbons into the atmosphere which are damaging to the environment.

    Emulsions can be used at lower temperatures and are not as likely to ignite as cutbacks.

  • Petroleum asphalt flow chart

  • MODIFIED BINDERS More stable under heavy loads, braking and

    accelerating forces and shows increased resistance to permanent deformation in hot weather.

    It resists fatigue loads and having better adhesion between aggregates and binders.

    Types of Modifiers : Sulphur Natural Rubber Crumb Rubber from discarded tyres Styrene-butadiene-Styrene (SBS) Ethylene vinyl acetate (EVA),

    polypropylene,etc

  • General requirements of modifier :

    Be compatible with bitumen Be able to resist degradation of bitumen at

    mixing temperature Be capable of being processed by

    conventional mixing lying machinery Produce coating viscosity at application

    temperature Maintain premium properties during

    storage, application and in service Be cost-effective

  • Polymer Modified Binder (PMB) A straight run bitumen, the

    characteristics of which have been improved by addition of polymers, namely, styrene-butadiene-styrene (SBS), ethyl vinyl acetate (EVA) or polyethylene (PE).

    Crumb Rubber Modified Binder

    (CRMB) A straight run bitumen whose

    characteristics have been modified by addition of crumb or natural rubber.

  • Advantages of modified bitumen: Lower susceptibility to daily seasonal

    temperature variations Higher resistance to deformation at

    elevated pavement temperature Better ageing resistance properties Higher fatigue life of mixes Better adhesion between aggregates and

    binder, especially under exposure to water

    Preventing cracking and reflective cracking Overall improved performance in extreme

    climatic conditions and under heavy traffic conditions.

  • Some other bitumen : Blown Bitumen (Oxidised Bitumen)

    Bitumen, the properties of which are modified by blowing air through it at a comparatively high temperature and pressure.

    - used in wide variety of industrial application including roofing, flooring, pipe coating, etc.

    Warm Asphalt It is produced using a synthetic zeolite (aluminum silicate) during mixing at the plant to create a foaming effect in the binder.

    - use in Europe - To apply bitumen at reduced temperatures

  • Foamed Bitumen created by the computer controller injection of a predetermined amount of cold water (usually around 2.5%) into hot bitumen in the mixing chamber of a pavement recycling unit.

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