34 40 46 10 16 22 28 34 40 46 16 22 28 34 40 10 16 22 28 34 40 10 16 22 28 34 40 10 16 22 28 34 10 16 22 28 34
Average 7-day maximum
pavement design temperature, 0C
Minimum Pvement design
temperature, 0C
>-34 >-40 >-46 >-10 >-16 >-22 >-28 >-34 >-40 >-46 >-16 >-22 >-28 >-34 >-40 >-10 >-16 >-22 >-28 >-34 >-40 >-10 >-16 >-22 >-28 >-34 >-40 >-10 >-16 >-22 >-28 >-34 >-10 >-16 >-22 >-28 >-34
Flash point temp, T 48, minimum, 0C
Viscosity, T 316:
maximum 3 Pa.s, test temp, 0C
Dynamic shear, T 315:
G*/sin δ, minimum 1.00 kPa
test temp @ 10 rad/s, 0C
Mass Change, maximum, percent
Dynamic shear, T 315:
G*/sin δ, minimum 2.20 kPa
test temp @ 10 rad/s, 0C
PAV aging temperature, 0C
Dynamic shear, T 315:
G*/sin δ, maximum 5000 kPa
test temp @ 10 rad/s, 0C
10 7 4 25 22 19 16 13 10 7 25 22 19 16 13 31 28 25 22 19 16 34 31 28 25 22 19 37 34 31 28 25 40 37 34 31 28
Creep stiffness, T 313:
S, maximum 300 Mpa
m-value, minimum 0.300
test temp @ 60s, 0C
-24 -30 -36 0 -6 -12 -18 -24 -30 -36 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 0 -6 -12 -18 -24
Direct tension, T 314:
Failure strain, minimum 0.300
test temp @ 60s, 0C
-24 -30 -36 0 -6 -12 -18 -24 -30 -36 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 0 -6 -12 -18 -24
Critical low cracking temp, PP 42:
Critical cracking temp determined by PP
42, test temp, 0C
-24 -30 -36 0 -6 -12 -18 -24 -30 -36 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 -30 0 -6 -12 -18 -24 0 -6 -12 -18 -24
PG 46- PG 52-
<46 <52 <82
PG 58- PG 64- PG 70- PG 76-
64
PERFORMANCE GRADE
ORIGINAL BINDER
230
135
PG 82-
<58 <64 <70 <76
70 76 82
70 76 82
ROLLING THIN-FILM OVEN RESIDUE (T 240)
46 52 58
46 52 58 64
Performance-Graded Asphalt Binder Specification
PRESSURE AGING VESSEL (R 28)
90 90 100 100 100 100 100
1.00