Bitumen blended with petroleum solvent to reduce viscosity. RC, MC and SC identify rapid, medium and slow curing; the remaining binder develops as solvent evaporates. Confirm the grade, application and local handling requirements. Selection also depends on the approved work method and the conditions for curing at the job site. Include the specified curing family, viscosity grade and intended treatment in your enquiry; substitution with an emulsion requires a separate review.
Reference limits from the SRNT catalogue, not measured batch results or a COA. Availability, the applicable standard edition and contractual limits are confirmed for each enquiry.
Reference technical specifications · SC-250
Property / condition
Unit
Reference limit
Test method
Kinematic viscosity at 60°C
mm²/s
250-500
ASTM D2170
Flash point (Cleveland open cup)
°C
≥60
ASTM D92
Water content
%
≤0.5
ASTM D95
Solubility in trichloroethylene
%
≥95
ASTM D2042
DISTILLATION AND RECOVERED RESIDUE
Total distillate collected to 360°C
vol %
≤25
ASTM D402
Residue kinematic viscosity at 60°C
mm²/s
400-10000
ASTM D2170
ASPHALT RESIDUE OF SPECIFIED PENETRATION
Residue of 100 penetration
%
≥50
ASTM D243
Ductility of 100 penetration residue at 25°C
cm
≥50
ASTM D113
The distillation and recovered-residue tests follow the conditions shown for this reference profile.
Tests shown belong to this reference profile. Additional tests, limits and the required standard edition are reviewed
