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 13: 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 />
H+0C-E01 12.7 60.1 H+0C-E02<br />
H+0C-E06 24.7 79.1 H+0C-E03<br />
H+0C-E07 13.1 BSM-Emulsion BC 76.9 H+0C-E04<br />
Average 16.8 2% +1% cement 95.5 H+0C-E08<br />
Std 6.8 Accelerated cure) 77.9 Average<br />
Cov 0.04 14.5 Std<br />
0.19 Cov<br />
Q+0C-E04 125.2 368.1 Q+0C-E04<br />
Q+0C-E05 157.9 415.2 Q+0C-E05<br />
Q+0C-E036 95.1 BSM-Emulsion BC 237.5 Q+0C-E06<br />
Q+0C-E036 285.2 2% +0% cement 340.3 Average<br />
Average 165.9 Accelerated cure) 92.1 Std<br />
Std 83.6 0.27 Cov<br />
Cov 0.50<br />
Table 14: 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 />
H+1C-E02 113.9 154.3 H+1C-E01<br />
H+1C-E05 198.2 241.9 H+1C-E04<br />
BSM-Emulsion BC<br />
H+1C-E06 74.5 178.3 H+1C-E05<br />
2% +1% cement<br />
Average 128.9<br />
Accelerated cure)<br />
191.5 Average<br />
Std 63.2 45.3 Std<br />
Cov 0.49<br />
0.24 Cov<br />
H+1L-E02 57.1 132.0 H+1L-E01<br />
H+1L-E03 51.6 108.5 H+1L-E06<br />
H+1L-E05 41.6 BSM-Emulsion BC 103.1 H+1L-E07<br />
Average 50.1 2% +0% cement 86.2 H+1L-E09<br />
Std 7.9 Accelerated cure) 107.5 Average<br />
Cov 0.16 18.9 Std<br />
0.18 Cov<br />
20
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