Updating Bituminous Stabilized Materials Guidelines Mix Design Report Phase II

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Table 13: ITS results after wet and dry MMLS3 trafficking Wet trafficking Type ITS specimen [kPa] BSM-Mix Type Dry (trafficking) ITS Type [kPa] Specimen H+0C-E01 12.7 60.1 H+0C-E02 H+0C-E06 24.7 79.1 H+0C-E03 H+0C-E07 13.1 BSM-Emulsion BC 76.9 H+0C-E04 Average 16.8 2% +1% cement 95.5 H+0C-E08 Std 6.8 Accelerated cure) 77.9 Average Cov 0.04 14.5 Std 0.19 Cov Q+0C-E04 125.2 368.1 Q+0C-E04 Q+0C-E05 157.9 415.2 Q+0C-E05 Q+0C-E036 95.1 BSM-Emulsion BC 237.5 Q+0C-E06 Q+0C-E036 285.2 2% +0% cement 340.3 Average Average 165.9 Accelerated cure) 92.1 Std Std 83.6 0.27 Cov Cov 0.50 Table 14: ITS results after wet and dry MMLS3 trafficking Wet trafficking type ITS specimen [kPa] BSM-Mix Type Dry (trafficking) ITS Type [kPa] Specimen H+1C-E02 113.9 154.3 H+1C-E01 H+1C-E05 198.2 241.9 H+1C-E04 BSM-Emulsion BC H+1C-E06 74.5 178.3 H+1C-E05 2% +1% cement Average 128.9 Accelerated cure) 191.5 Average Std 63.2 45.3 Std Cov 0.49 0.24 Cov H+1L-E02 57.1 132.0 H+1L-E01 H+1L-E03 51.6 108.5 H+1L-E06 H+1L-E05 41.6 BSM-Emulsion BC 103.1 H+1L-E07 Average 50.1 2% +0% cement 86.2 H+1L-E09 Std 7.9 Accelerated cure) 107.5 Average Cov 0.16 18.9 Std 0.18 Cov 20
Table 15: Tensile Strength Retained after wet and Dry MMLS3 trafficking BSM-Mix Type Average ITS Value Wet ITS Dry ITS TSR [kPa] [kPa] [%] H+1C-E (long cure) 96.4 130 74 G2+0C-E (accelerate cure) 97.7 111.1 88 G2+1C-E (accelerate cure) 96.4 120.6 80 G2+0C-F (accelerate cure) 54.4 87.6 62 H+0C-E (accelerate cure) 16.8 77.9 22 Q+0C-E (accelerate cure) 165.9 340.3 49 H+1C-E (accelerate cure) 128.9 191.5 67 H+1L-E (accelerated cure) 50.1 107.5 47 21
Page 1 and 2: APPENDIX J Technical Memorandum Upd
Page 3 and 4: findings of the moisture damage tha
Page 5 and 6: Figure J.4: The measuring wheel of
Page 7 and 8: An electric calibration unit used t
Page 9 and 10: 2.2 BSMs for MMLS3 testing The inte
Page 11 and 12: Figure J.12: The side view of the b
Page 13 and 14: The set-up of the test before traff
Page 15 and 16: 3. TEST RESULTS The use of vinite o
Page 17 and 18: Table J.7: ITS results after wet an
Page 19: Table 11: Ravelling-depth after MML
Page 23 and 24: The comparison of BSMs on Figure J.
Page 25 and 26: From Figure J.19 it can be seen tha
Page 27 and 28: 4.3 Saturation Level The moisture i
Page 29 and 30: Ravelling-Depth [mm 16 14 12 10 8 6
Page 31 and 32: From the study conducted in MIST de
Page 33 and 34: - No sign of significant initial de
Page 35: 5. BIBLIOGRAPHY ASPHALT ACADEMY. 20

Updating Bituminous Stabilized Materials Guidelines Mix Design Report Phase II

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