Performance Specification for Asphalt Binders 1 of 6 · 2016. 3. 10. · RTFOT residue (AASHTO T240 or ASTM D2872) Mass change2, % AASHTO T240 or ASTM D2872 1.00 max 1.00 max 1.00

Performance Specification for Asphalt Binders 1 of 6

Performance Specification for Asphalt Binders 2 of 6

and more than the

standard traffic speed

or

or

and

Performance Specification for Asphalt Binders 3 of 6

Performance Specification for Asphalt Binders 4 of 6

Property Test Method Grades

Grade S Grade H Grade V Grade E

Original binder

Flash point temp, °C AASHTO T48 or ASTM D 92 230 min 230 min 230 min 230 min

Viscosity at 135°C, Pa.s AASHTO T316 or ASTM D4402 3 max 3 max 3 max 3 max

G*/sin at 64°C @ 10 rad/s, kPa AASHTO T315 or ASTM D7175 1.00 min 1.00 min 1.00 min 1.00 min

RTFOT residue (AASHTO T240 or ASTM D2872)

Mass change2, % AASHTO T240 or ASTM D2872 1.00 max 1.00 max 1.00 max 1.00 max

Jnr3.2 at 64°C, kPa-1

Jnr diff at 64°C , % AASHTO T350 AASHTO T350

4.5 max Report

2.0 max Report

1.0 max Report

0.5 max Report

PAV residue (AASHTO R28 or ASTM D6521) – PAV aging temperature: 1000C

G*sin at 28°C @ 10 rad/s, kPa AASHTO T315 or ASTM D7175 5000 max 6000 max 6000 max 6000 max

S at -6°C @ 60 s, MPa m – value at -6°C @ 60 s

AASHTO T 313 or ASTM D6648 300 max 0.300 min

300 max 0.300 min

300 max 0.300 min

300 max 0.300 min

Failure strain3 at -6°C @ 1.0 mm/min, % AASHTO T314 or ASTM D6723 1.0 min 1.0 min 1.0 min 1.0 min

m

Performance Specification for Asphalt Binders 5 of 6

A = 1.0094684142 – (6.33413410744 × 104

× T) + (1.45710416212 × 107

× T2

)

Performance Specification for Asphalt 6 of 6