BITUMINOUS
MATERIALS
Bitumen - Definition
According to ASTM -
“Bitumen is hydrocarbon material of either
natural or pyrogenous origin found in
gaseous, liquid, semi-solid or solid form and
is completely soluble in carbon-disulphide,
carbon tetra chloride”
Bitumen
Introduction
• At normal range of temp – semi solid state
• When heated viscosity decreases
• For construction of pavements – heated from 130 to
175°C
• Mixing with aggregates at high temp – Hot
• bituminous mix
• Mixing with aggregates at low or normal temperature –
Cold bituminous mix
Introduction
• Used in pavements
• Binding material
• Soil stabilization
• Used in wearing course
 Primer
 Patch works
 Surface dressing etc.,
• Bitumen, Tar are not same.
Bitumen and Tar
• Black or dark colored solid, viscous
cementitious substance.
• Bitumen is petroleum product – obtained by
distillation of crude petroleum or naturally
available in asphalt.
• Coal tar – by product in destructive distillation
of coke
Bitumen and Tar
• Bitumen
 Excellent Binding properties
 Good water proofing surface
• Tar
 Highly temperature susceptible
 Pollutant
 Poor adhesion in presence of water
 Bitumen preferred over Tar
 Carcinogen - any substance that promotes carcinogenesis,
the formation of cancer
Functions of Binders
• Used in surface course
• Used in base course depending on traffic
• Used in preparation of mixes
• Used as prime coat over granular base course
• Used in soil stabilization
• Sealer material for filling joints, cracks in cc pavements
Types
• Paving grade bitumen
• Cutback bitumen
• Bitumen Emulsion
• Modified bitumen binders
Paving Grade Bitumen
• This bitumen is mainly used in the preparation of
hot mix asphalt for bases and wearing courses.
• Bitumen penetration grade 40/60 is preferred
as standard.
Bitumen grade of 80/100, 60/70, 30/40 are also used
with their own characteristics.
• It has thermoplastic property.
Cutback Bitumen
• To have fluid consistency at normal temp, with low
heating – cutback bitumen is used
• Dilution of paving grade in volatile solvents – kerosene,
light fuel oil etc.,
• Hardening rate depends on the grade and
characteristics of bitumen and solvent.
• RC, MC, SS
Cutback Bitumen
• RC is recommended for surface dressing and
patchwork.
• MC is recommended for premix with less
quantity of fine aggregates.
• SS is used for premix with appreciable quantity
of fine aggregates.
Bitumen Emulsion
• To get fluid consistency
• Dispersing bitumen globules in aqueous solution (i.e.,
water with dispersing agent)
• 60% water, remaining bitumen
• Cold bituminous mix
• Properties depend on grade, water quantity, emulsifier
Modified Bitumen Binders
• To improve the properties of bitumen
• Additives are mixed
• Polymer modified bitumen is used only in wearing
course depending on the severity of climatic and
weather conditions
Advantages of Modified Bitumen
• Lower susceptibility to daily and seasonal temperature
variations
• Higher resistance to deformation at high pavement
temperature
• Better age resistance properties
• Higher fatigue life for mixes
• Better adhesion between aggregates and binder
• Prevention of cracking and reflective cracking
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Bituminous Materials

  • 1.
  • 2.
    Bitumen - Definition Accordingto ASTM - “Bitumen is hydrocarbon material of either natural or pyrogenous origin found in gaseous, liquid, semi-solid or solid form and is completely soluble in carbon-disulphide, carbon tetra chloride” Bitumen
  • 3.
    Introduction • At normalrange of temp – semi solid state • When heated viscosity decreases • For construction of pavements – heated from 130 to 175°C • Mixing with aggregates at high temp – Hot • bituminous mix • Mixing with aggregates at low or normal temperature – Cold bituminous mix
  • 4.
    Introduction • Used inpavements • Binding material • Soil stabilization • Used in wearing course  Primer  Patch works  Surface dressing etc., • Bitumen, Tar are not same.
  • 5.
    Bitumen and Tar •Black or dark colored solid, viscous cementitious substance. • Bitumen is petroleum product – obtained by distillation of crude petroleum or naturally available in asphalt. • Coal tar – by product in destructive distillation of coke
  • 6.
    Bitumen and Tar •Bitumen  Excellent Binding properties  Good water proofing surface • Tar  Highly temperature susceptible  Pollutant  Poor adhesion in presence of water  Bitumen preferred over Tar  Carcinogen - any substance that promotes carcinogenesis, the formation of cancer
  • 7.
    Functions of Binders •Used in surface course • Used in base course depending on traffic • Used in preparation of mixes • Used as prime coat over granular base course • Used in soil stabilization • Sealer material for filling joints, cracks in cc pavements
  • 8.
    Types • Paving gradebitumen • Cutback bitumen • Bitumen Emulsion • Modified bitumen binders
  • 9.
    Paving Grade Bitumen •This bitumen is mainly used in the preparation of hot mix asphalt for bases and wearing courses. • Bitumen penetration grade 40/60 is preferred as standard. Bitumen grade of 80/100, 60/70, 30/40 are also used with their own characteristics. • It has thermoplastic property.
  • 10.
    Cutback Bitumen • Tohave fluid consistency at normal temp, with low heating – cutback bitumen is used • Dilution of paving grade in volatile solvents – kerosene, light fuel oil etc., • Hardening rate depends on the grade and characteristics of bitumen and solvent. • RC, MC, SS
  • 11.
    Cutback Bitumen • RCis recommended for surface dressing and patchwork. • MC is recommended for premix with less quantity of fine aggregates. • SS is used for premix with appreciable quantity of fine aggregates.
  • 12.
    Bitumen Emulsion • Toget fluid consistency • Dispersing bitumen globules in aqueous solution (i.e., water with dispersing agent) • 60% water, remaining bitumen • Cold bituminous mix • Properties depend on grade, water quantity, emulsifier
  • 13.
    Modified Bitumen Binders •To improve the properties of bitumen • Additives are mixed • Polymer modified bitumen is used only in wearing course depending on the severity of climatic and weather conditions
  • 14.
    Advantages of ModifiedBitumen • Lower susceptibility to daily and seasonal temperature variations • Higher resistance to deformation at high pavement temperature • Better age resistance properties • Higher fatigue life for mixes • Better adhesion between aggregates and binder • Prevention of cracking and reflective cracking
  • 15.