Updating Bituminous Stabilized Materials Guidelines Mix Design Report Phase II
Moisture Sensitivity: Part II (Validation) - Asphalt Academy
Moisture Sensitivity: Part II (Validation) - Asphalt Academy
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Table J.7: ITS results after wet and dry MMLS3 trafficking<br />
Wet trafficking<br />
type ITS<br />
specimen [kPa]<br />
BSM-<strong>Mix</strong><br />
Type<br />
Dry (trafficking)<br />
ITS<br />
Type<br />
[kPa] Specimen<br />
H+1C-E01 98.8 130.8 H+1C-E04<br />
H+1C-E02 76.5 130.8 H+1C-E05<br />
BSM-Emulsion BC<br />
H+1C-E03 113.9 128.5 H+1C-E06<br />
2% +1% cement<br />
Average 96.4<br />
(long cured)<br />
130.0 Average<br />
Std 18.8 1.33 Std<br />
Cov 0.19<br />
0.01 Cov<br />
G2+0C-E01 86.6 107.7 G2+0C-E04<br />
G2+0C-E02 103.5 109.7 G2+0C-E05<br />
BSM-Emulsion BC<br />
G2+0C-E03 103.1 115.8 G2+0C-E06<br />
2% +0% cement<br />
Average 97.7 111.1 Average<br />
Accelerated cure)<br />
Std 9.6 4.2 Std<br />
Cov 0.10<br />
0.04 Cov<br />
Table J.8: ITS results after wet and dry MMLS3 trafficking<br />
Wet trafficking<br />
type ITS<br />
specimen [kPa]<br />
BSM-<strong>Mix</strong><br />
Type<br />
Dry (trafficking)<br />
ITS Type<br />
[kPa] Specimen<br />
G2+1C-E01 62.2 92.3 G2+1C-E04<br />
G2+1C-E02 74.4 85.8 G2+1C-E05<br />
BSM-Emulsion BC<br />
G2+1C-E03 BROCK 82.8 G2+1C-E06<br />
2% +1% cement<br />
Average<br />
Accelerated cure)<br />
Average<br />
Std<br />
Std<br />
Cov<br />
Cov<br />
G2+0C-F01 54.4 114 G2+0C-F01<br />
G2+0C-F02 BROCK 73.2 G2+0C-F02<br />
BSM-Foam BC<br />
G2+0C-F03 BROCK 75.5 G2+0C-F03<br />
2% +0% cement<br />
Average<br />
Accelerated cure)<br />
Average<br />
Std<br />
Std<br />
Cov<br />
Cov<br />
17
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