Updating Bituminous Stabilized Materials Guidelines Mix Design Report Phase II

Table 11: Ravelling-depth after MMLS3 trafficking on wet BSM-emulsion with 1%
cement
BSM-Mix
No of load repetitions
type
specimen 200 3000 7000 15000 25000 40000 45000
Ravelling-depth [mm]
H+1C-E02 0.53 0.69 0.19 -0.14* -0.23 0.12 0.1
H+1C-E03* - - - - - - -
H+1C-E06 0.24 0.16 0.00 -0.28 -0.43 -0.24 -0.13
Average 0.39 0.42 0.10 -0.21 -0.33 -0.06 -0.01
Std 0.21 0.37 0.13 -0.09 -0.14 -0.08 -0.02
H+1L-E08 0.25 0.05 0.07 -0.18 0.77 3.28 7.07
H+1L-E05 0.40 0.64 0.61 0.88 2.55 3.39 8.45
H+1L-E03 0.63 0.66 0.62 0.68 0.58 6.28 12.87
H+1L-E02 0.58 0.71 0.65 0.74 0.68 2.78 13.86
Average 0.47 0.51 0.49 0.53 1.14 3.98 10.56
Std 0.17 0.31 0.28 0.48 0.94 1.59 3.31
Cov 0.37 0.60 0.57 0.91 0.82 0.40 0.31
* Data not recorded during profilometer measurement
* The (-ve) value occurred due averaging the profilometer point reading
Table 12: Ravelling-depth after MMLS3 trafficking on dry BSM-emulsion
with 1% cement
BSM-Mix
No of load application
Type specimen
1000 1700 45000
Ravelling-depth [mm]
H+1C-E01 0.59 0.66 0.41
H+1C-E04 0.46 0.57 0.41
H+1C-E05 0.39 0.45 0.32
Average 0.48 0.54 0.4
Std 0.10 0.11 0.05
Cov 0.21 0.19 0.14
H+IL-E09 0,59 0.76 0.91
H+1L-E07 0.43 0.53 0.33
H+1L-E06 0.56 0.43 0.47
H+IL-E01 0.56 0.71 0.72
Average 0.52 0.61 0.61
Std 0.08 0.15 0.26
Cov 0.15 0.25 0.23
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