TY - JOUR
T1 - Applicability of the light-weight deflectometer (LWD) to assess the quality of cement-bitumen-treated materials (CBTM) in the Canadian context
AU - Lachance-Tremblay, Éric
AU - Rinieri, Manon
AU - Lamothe, Sébastien
AU - Vaillancourt, Michel
N1 - Publisher Copyright:
© 2024 Informa UK Limited, trading as Taylor & Francis Group.
PY - 2025
Y1 - 2025
N2 - Cement-bitumen treated materials (CBTM) are obtained following full-depth reclamation, and are considered one of the best solutions for pavement rehabilitation from a technical, economic and environmental point of view. Due to the addition of binders and water, CBTM requires time to achieve sufficient strength before reopening to traffic and overlaying with hot mix asphalt. In addition, quality control (QC) is very important to achieve a durable pavement structure. Many agencies in Canada do not have QC specifications or requirements, which limits the use of CBTM. In this paper, the suitability of using the Light-Weight Deflectometer (LWD) for QC purposes in the Canadian context was investigated. Overall, LWD test results showed good reliability for evaluating the stiffening rate of CBTM over time in the Canadian context. Results highlighted that stiffening rate became significant from 4 hours after construction and that traditional laboratory/field measurements were highly variable from one site to another.
AB - Cement-bitumen treated materials (CBTM) are obtained following full-depth reclamation, and are considered one of the best solutions for pavement rehabilitation from a technical, economic and environmental point of view. Due to the addition of binders and water, CBTM requires time to achieve sufficient strength before reopening to traffic and overlaying with hot mix asphalt. In addition, quality control (QC) is very important to achieve a durable pavement structure. Many agencies in Canada do not have QC specifications or requirements, which limits the use of CBTM. In this paper, the suitability of using the Light-Weight Deflectometer (LWD) for QC purposes in the Canadian context was investigated. Overall, LWD test results showed good reliability for evaluating the stiffening rate of CBTM over time in the Canadian context. Results highlighted that stiffening rate became significant from 4 hours after construction and that traditional laboratory/field measurements were highly variable from one site to another.
KW - Full-depth reclamation (FDR)
KW - cement-bitumen-treated materials (CBTM)
KW - curing evolution
KW - foamed bitumen
KW - light-weight deflectometer (LWD)
KW - pavement layer stiffness
UR - https://www.scopus.com/pages/publications/85212931453
U2 - 10.1080/14680629.2024.2429643
DO - 10.1080/14680629.2024.2429643
M3 - Journal Article
AN - SCOPUS:85212931453
SN - 1468-0629
VL - 26
SP - 1782
EP - 1802
JO - Road Materials and Pavement Design
JF - Road Materials and Pavement Design
IS - 7
ER -