An Investigation of the Endurance Limit of Hot-Mix Asphalt Concrete Using a New Uniaxial Fatigue Test Protocol
Final Report
Appendix A: Properties Of Tested Specimens
Summary of Mix Design Information
Mix Type: 12.5-mm (ID M3298)
Sieves US Units | SI,mm Units | %Pass 3298 Combined |
1 | 25 | 100.0 |
3/4 | 19 | 100.0 |
1/2 | 12.5 | 94.9 |
3/8 | 9.5 | 89.0 |
#4 | 4.75 | 62.1 |
#8 | 2.36 | 35.8 |
#16 | 1.18 | 22.2 |
#30 | 0.6 | 14.8 |
#50 | 0.3 | 10.4 |
#100 | 0.15 | 7.8 |
#200 | 0.075 | 5.5 |
pan | 0 | 0.0 |
Sieve Size (mm) Raised to 0.45 Power

Percentages of Different Aggregates |
A67(E) | A8(E) | A8 | B3 |
11.3 | 11.3 | 22.4 | 55.0 |
Aggregate Nominal Max Size | 12.5 mm |
Binder Grade and Source | PG 64-22 |
Binder Source | Marathon |
Ndes. | 100 | Ninitial | 8 | Nmax | 160 |
Gb (Binder Specific Gravity) | 1.028 | | Pb (% Binder Content) | 5.5 |
Gsb (Agg. Bulk Sp. Gr.) | 2.745 | | Pba (absorbed as % mass of agg) | 0.4 |
| Pbe (effective as % of total mix) | 5.2 |
Gse (Aggr. Effective Sp. Gr.) | 2.771 | | % Pass 0.075-mm Sieve | 5.5 |
Gmb (Mix Bulk Sp. Gr.) | 2.350 | | Gmm (Mix Max. Theor. Sp. Gr.) | 2.535 |
%AV | 7.3 | | %VMA | 19.1 |
%Gmm | 92.7 | | %VFA | 61.8 |
| D/AC | 1.07 |
Summary of Mix Design Information
Mix Type: 12.5-mm (ID M2167)
Sieves US Units | SI,mm Units | %Pass 3298 Combined |
1 | 25 | 100.0 |
3/4 | 19 | 100.0 |
1/2 | 12.5 | 99.0 |
3/8 | 9.5 | 89.0 |
#4 | 4.75 | 49.0 |
#8 | 2.36 | 31.0 |
#16 | 1.18 | 22.0 |
#30 | 0.6 | 16.0 |
#50 | 0.3 | 11.0 |
#100 | 0.15 | 7.0 |
#200 | 0.075 | 5.1 |
pan | 0 | 0.0 |
Sieve Size (mm) Raised to 0.45 Power

Percentages of Different Aggregates |
207B1 | B-1 | #8 | #7 | RAP |
6.6 | 11.2 | 51.8 | 14.8 | 15.6 |
Aggregate Nominal Max Size | 12.5 mm |
Binder Grade | PG 76-22 |
Ndes. | 100 | Ninitial | 8 | Nmax | 160 |
Gb (Binder Specific Gravity) | 1.037 | | Pb (% Binder Content) | 4.7 |
Gsb (Agg. Bulk Sp. Gr.) | 2.602 | | Pba (absorbed as % mass of agg) | 0.5 |
| Pbe (effective as % of total mix) | 4.2 |
Gse (Aggr. Effective Sp. Gr.) | 2.635 | | % Pass 0.075-mm Sieve | 5.1 |
Gmb (Mix Bulk Sp. Gr.) | 2.286 | | Gmm (Mix Max. Theor. Sp. Gr.) | 2.457 |
%AV | 7.0 | | %VMA | 16.3 |
%Gmm | 93.0 | | %VFA | 57.2 |
| D/AC | 1.21 |
Summary of Mix Design Information
Mix Type: 12.5-mm (ID I-80)
Sieves US Units | SI,mm Units | %Pass 3298 Combined |
1 | 25 | 100.0 |
3/4 | 19 | 100.0 |
1/2 | 12.5 | 97.0 |
3/8 | 9.5 | 88.0 |
#4 | 4.75 | 49.0 |
#8 | 2.36 | 30.0 |
#16 | 1.18 | 20.0 |
#30 | 0.6 | 13.0 |
#50 | 0.3 | 8.0 |
#100 | 0.15 | 6.0 |
#200 | 0.075 | 4.2 |
pan | 0 | 0.0 |
Sieve Size (mm) Raised to 0.45 Power

Percentages of Different Aggregates |
B1 | A8 | A7 |
34.0 | 48.0 | 18.0 |
Aggregate Nominal Max Size | 12.5 mm |
Binder Grade | PG 76-22 |
Ndes. | 100 | Ninitial | 8 | Nmax | 160 |
Gb (Binder Specific Gravity) | 1.022 | | Pb (% Binder Content) | 5.3 |
Gsb (Agg. Bulk Sp. Gr.) | 2.654 | | Pba (absorbed as % mass of agg) | 0.6 |
| Pbe (effective as % of total mix) | 4.8 |
Gse (Aggr. Effective Sp. Gr.) | 2.694 | | % Pass 0.075-mm Sieve | 4.2 |
Gmb (Mix Bulk Sp. Gr.) | 2.315 | | Gmm (Mix Max. Theor. Sp. Gr.) | 2.479 |
%AV | 6.6 | | %VMA | 17.4 |
%Gmm | 93.4 | | %VFA | 62.0 |
| D/AC | 0.88 |