CUTBACK BITUMEN

What Is Cutback Bitumen?

Cutback Bitumen is produced by blending specific quantities of petroleum distillates like kerosene with Bitumen. This process temporarily reduces the viscosity of the bitumen, facilitating more efficient penetration of pavements and enabling spraying at temperatures unsuitable for neat bitumen sealing. After application, the added materials evaporate, leaving the remaining material with a hardness akin to the original bitumen.

MC-30
BITUMEN MC 30
CHARACTERISTICVALUETEST METHOD
Kinematic Viscosity at 60°C (cSt)30-60ASTM D-2170
Flash Point (top open cup) (°C)38 minASTM D-3143
Distillate, %volume of total distillate to at 360°C:
To 225°C
To 260°C
To 316°C
25 max
40-70
75-93
ASTM D-402
Residue from Distillation to 360°C (%Vol by difference)50 min 
TEST ON RESIDUE FROM DISTILLATION
Viscosity at 60°C30-120ASTM D-2170
Penetration at 25°C (dmm)120-250ASTM D-5
Ductility at 25°C (cm)100 minASTM D-113
Solubility in Trichloroethylene (%wt)99 minASTM D-2042
Water Content (%vol)0.2 maxASTM D-95
MC-70
BITUMEN MC 70
CHARACTERISTICVALUETEST METHOD
Kinematic Viscosity@ 60°C  (cSt)70-140ASTM D-2170
Flash Point (Top open cup)(°C)38 minASTM D-3143
Distillate, %volume of total distillate to @ 360°C:
to 225°C
to 260°C
to 316°C
20 max
20-60
65-90
ASTM D-402
Residue from Distillation to 360°C  (%Vol by difference)55 minASTM D-402
TEST ON RESIDUE FROM DISTILLATION
Viscosity@ 60°C  (cSt)30-120ASTM D-2170
Penetration @ 25°C (dmm)120-250ASTM D-5
Ductility @ 25°C (cm)100 minASTM D-113
Solubility in Trichloroethylene (%wt)99 minASTM D-2042
Water Content (%vol)0.2 maxASTM D-95
MC-800
BITUMEN MC 800
CHARACTERISTICVALUETEST METHOD
Kinematic Viscosity@ 60°C (cSt)800-1600ASTM D-2170
Flash Point (top open cup)(°C)66 minASTM D-3143
Water Content (%vol)0.2 maxASTM D-95
Distillate, %volume of total distillate to @ 360°C:
to 225°C
to 260°C
to 316°C

0-35
45-80
ASTM D-402
Residue from Distillation to 360°C  (%Vol by difference)75 minASTM D-402
Test on Residue from Distillation
Penetration @ 25°C (dmm)120-250ASTM D-5
Ductility @ 25°C  (cm)100 minASTM D-113
Solubility in Trichloroethylene (%wt)99 minASTM D-2042
MC-3000
BITUMEN MC 3000
CHARACTERISTICVALUETEST METHOD
Kinematic Viscosity at 60 °C (cSt)3000-6000ASTM D-2170
Flash Point (top open cup) (°C)66 minASTM D-3143
Distillate, %Volume of Total Distillate to at 360°C:
To 225°C
To 260°C
To 316°C

0-15
15-75
ASTM D-402
Residue from Distillation to 360°C  (%Vol by difference)80 minASTM D-402
TEST ON RESIDUE FROM DISTILLATION
Viscosity at 60°C30-120ASTM D-2170
Penetration at 25°C  (dmm)120-250ASTM D-5
Ductility at 25°C  (cm)100 minASTM D-113
Solubility in Trichloroethylene (%wt)99 minASTM D-2042
Water Content (%vol)0.2 maxASTM D-95

PACKING:

Drum 208 liter (0.8 mm Thickness)

APPLICATION:

  • Priming and Tack Coating

Priming involves applying a low-viscosity binder to a prepared, typically unbound aggregate base. This binder is designed to be absorbed by the upper layers of the base, facilitating better adhesion for subsequent bituminous coverings. While primers can support short-term traffic (though this is uncommon), they primarily aid in dust control. Generally, primers are applied at rates ranging from 0.5 to 1.4 L/m2. Cutback bitumen suitable for priming is also utilized for tack coats, which are applied to underlying surfaces to enhance adhesion for subsequent asphalt layers. Typical application rates for tack coats range from 0.2 to 0.4 L/m2.

  • Primer Sealing

In situations where temperatures are too cold for effective priming or where traffic may damage a primed surface before the final seal can be applied, a primer seal offers protection for pavement for periods lasting 6 to 12 months. Cutback bitumen suitable for primer sealing can also be employed in the production of pre-mix asphalt, commonly used in patch repairs.

  • Spray Sealing

Cutback bitumen is predominantly used in sprayed sealing applications, particularly in colder temperatures where they offer improved initial stone retention due to their lower viscosity. Typically, a single application of the appropriate cutback bitumen is sprayed onto the primed pavement before the placement of aggregate.