Updating Bituminous Stabilized Materials Guidelines Mix Design Report Phase II

Table 4: Ravelling-depth after MMLS3 trafficking on wet BSM-emulsion with 0% filler
BSM-Mix type
specimen
(new labelling
style)
Preliminary
specimen
labelling style
No of load repetitions
500 900
Ravelling-depth [mm]
G2+0C-E01 B1* 1.14 4.61
G2+0C-E02 B2 1.91 2.03
G2+0C-E03 B3 2.66 2.33
G2+0C-E04 B4 0.48 2.01
G2+0C-E05 B5 1.66 0.21
G2+0C-E06 B6 1.36 0.21
G2+0C-E07 B7 1.07 0.59
Average 1.47 1.71
Std 0.69 1.56
Cov 0.47 0.91
* B’s are preliminary labelling which changed to new format.
Table 5: Ravelling-depth after MMLS3 trafficking on wet BSM-emulsion with 1% cement
No of load repetitions
250 500
BSM-Mix type
specimen
(new labelling
style)
Preliminary
specimen
labelling style
Ravelling-depth [mm]
G2+1C-E01 C1* 3.79 Failure
G2+1C-E02 C2 3.25 -
G2+1C-E03 C3 1.65 -
Average 2.90
Std 1.11
Cov 0.38
* C’s are preliminary labelling which changed to new format.
Table 6: Ravelling-depth after MMLS3 trafficking on wet BSM-foam with 0% filler
No of load repetitions
250 500
BSM-Mix type
specimen
(new labelling
style)
Preliminary
specimen
labelling style
Ravelling-depth [mm]
G2+0C-F01 D1* 3.92 Failure
G2+0C-F02 D2 2.65 -
G2+0C-F03 D3 3.59 -
G2+0C-F04 D4 4.36 -
Average 3.63
Std 0.72
Cov 0.02
* C’s are preliminary labelling which changed to new format.
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