PRODUCTS

We are Supplying Various grades of Asphalt and Modified Asphalt. Given below are the Specifications -

Specification Value of Asphalt modified with DBM Super
SPECIFICATIONS GRADES
VG - 30 VG - 40
Penetration (25° C ) (0.1 mm) 50-70 40-50
Softening Point (ring & ball)(OC) Min 47 52-60
Elastic Recovery of Half thread in Ductilometer at15°C %, min Nil Nil
Separation Difference in Softening point, R&B, °C, Maximum 4 4
Specific Gravity (25°C) 1.06 1.21
Viscosity @ 150°C - c. poise 6-11 7-10
Flash Point 275 220
Elastic recovery after TFOT @ 25°C, cm Nil Nil
Retained Penetration after TFOT @ 25°C, % of Original 70 40
Increase in Softening point °C After TFOT, Max 4 6
Specification Value of Asphalt modified with DBM Super
SPECIFICATIONS GRADES
CRMB-60 Duraflex (P.G.)
Penetration (25° C ) (0.1 mm) 30-40 30-40
Softening Point (ring & ball)(OC) Min 60 70
Elastic Recovery of Half thread in Ductilometer at15°C %, min 55-60 60-65
Separation Difference in Softening point, R&B, °C, Maximum 4 4
Specific Gravity (25°C) 1.21 1.06
Viscosity @ 150°C - c. poise 3-9 4-9
Flash Point 220 275
Elastic recovery after TFOT @ 25°C, cm 40 60
Retained Penetration after TFOT @ 25°C, % of Original 40 45
Increase in Softening point °C After TFOT, Max 6 4
Specification Value of Asphalt modified with DBM Super
SPECIFICATIONS GRADES
CRMB-55
Penetration (25° C ) (0.1 mm) 50-70
Softening Point (ring & ball)(OC) Min 55
Elastic Recovery of Half thread in Ductilometer at15°C %, min 50
Separation Difference in Softening point, R&B, °C, Maximum 4
Specific Gravity (25°C) 1.12
Viscosity @ 150°C - c. poise 2-6
Flash Point 220
Elastic recovery after TFOT @ 25°C, cm 35
Retained Penetration after TFOT @ 25°C, % of Original 40
Increase in Softening point °C After TFOT, Max 60