State of Knowledge for Cantabro Testing of Dense Graded Asphalt

Cox, Ben C.; Smith, Braden T.; Howard, Isaac L.; James, Rob S.

doi:10.1061/(asce)mt.1943-5533.0002020

Cited by 62 publications

(32 citation statements)

References 6 publications

Supporting

Mentioning

Contrasting

Unclassified

Order By: Relevance

“…The binder drainage test measures the mass of binder leakage from asphalt mixture through the perforated metal basket [53], and it determines the upper bound of bitumen/aggregate ratio. The Cantabro test measures the mass of disintegration from asphalt mixture under the effect of simulated traffic load in the Los Angeles machine [54], and it determines the lower bound of bitumen/aggregate ratio.…”

Section: Design Of MIX Proportionmentioning

confidence: 99%

Experimental Study of Low Temperature Performance of Porous Asphalt Mixture

Jian

Gong

et al. 2021

Applied Sciences

View full text Add to dashboard Cite

Porous asphalt mixture can be used as a road surface paving material with the remarkable advantage to prevent water accumulation and ponding. However, the performance of porous asphalt mixture in low temperature environment has not been thoroughly investigated, and this forms the subject of research in the present study. The mineral aggregate gradation of porous asphalt mixture was designed based on Bailey method, and the low temperature performance of porous asphalt mixture was studied by means of the low temperature bending test. The factors affecting the low temperature performance of porous asphalt mixture were analyzed through the orthogonal experimental design method, and the effects of porosity, modifier content, aging condition, and test temperature on the low temperature performance of porous asphalt mixture were evaluated. The results showed that the modifier content was the most important factor affecting the low temperature performance of porous asphalt mixture, followed by the test temperature, while the porosity and the aging condition were the least. Among the three performance evaluation indicators, namely the flexural tensile strength, maximum bending strain, and bending stiffness modulus, the maximum bending strain had the highest sensitivity to the porosity. It can be seen from the single factor influence test of porosity that there existed an approximately linear relationship between the maximum bending strain and the porosity of porous asphalt mixture, and the maximum bending strain decreased with increasing porosity. Furthermore, in order to ensure the good working performance of porous asphalt mixture in low temperature environment, the porosity should also satisfy the required limits of the maximum bending strain.

show abstract

Section: Design Of MIX Proportionmentioning

confidence: 99%

Experimental Study of Low Temperature Performance of Porous Asphalt Mixture

Jian

Gong

et al. 2021

Applied Sciences

View full text Add to dashboard Cite

show abstract

“…The Cantabro test was carried out to provide an indirect evaluation of abrasion resistance (e.g., raveling) for asphalt mixtures [10]. Marshall compacted specimens with a size of 101.6 mm in diameter and 63.5 mm in height were prepared.…”

Section: The Cantabro Testmentioning

confidence: 99%

“…The reason accounting for this finding is that the addition of lignin fiber with a relatively large size had a negative effect on the adhesion and bonding between asphalt and aggregates. The addition of lignin fiber also absorbed an amount of asphalt, which is usually believed to decrease the abrasion resistance [10]. The decrease of effective asphalt content in the mixture will degrade the abrasion resistance.…”

Section: Abrasion Resistancementioning

confidence: 99%

Mechanical Performance Characterization of Lignin-Modified Asphalt Mixture

Zhang

Wang

et al. 2020

Applied Sciences

View full text Add to dashboard Cite

Lignin, as a bio-based waste, has been utilized in the asphalt industry due to various advantages. This study aimed to investigate the effects of two lignin products (lignin powder and lignin fiber) on the mechanical properties of asphalt mixtures. The raveling, rutting, thermal and fatigue cracking resistance, and moisture susceptibility of different asphalt mixtures were respectively evaluated by the Cantabro test, wheel loading tracking test, semicircular bending test, four-point beam bending test, and freezing-thaw cyclic test. Results show that asphalt mixture with lignin powder-modified asphalt improved the overall mechanical performance. However, lignin fiber showed contradictory effects on certain mechanical properties, i.e., improved rutting resistance and thermal cracking resistance of asphalt mixture, degraded abrasion resistance, fatigue performance, and moisture stability. Therefore, cautions need to be taken when incorporating lignin fiber into asphalt mixture.

show abstract

“…The Cantabro test is a useful tool for providing durability indices, including for non-load-associated cracking, raveling and weathering, of dense graded asphalt mixes [50]. Three Marshall-type samples of each HMA-19 mixture were tested following [51].…”

Section: Cantabro Testmentioning

confidence: 99%

Evaluation of Hot-Mix Asphalt Containing Portland Cement Treated Blast Furnace Slag

Quintana

Ruge

Bastidas-Martínez

2019

Archives of Civil Engineering

View full text Add to dashboard Cite

Iron production’s waste materials include significant quantities of blast furnace slag (BFS) which could potentially be used as a substitute for natural aggregates in hot mix asphalt (HMA) used in highway projects. Although many of properties of slag are interesting, its porosity and absorption rate would lead to greater consumption of asphalt. For this study, a Portland cement (PC) paste was used to reduce the porosity of a BFS. This PC treated BFS (called BFS-C) was then used in an HMA to replace the coarse fraction of a natural aggregate. Marshall, Indirect Tensile Strength (ITS), resilient modulus and Cantabro tests were then carried out on different HMA mixtures that included BFS-C. Using BFS-C, HMA’s resistance under monotonic loading, stiffness under cyclic loading, and resistance to moisture damage increased remarkably. In addition, the Cantabro abrasion resistance of BFS-C improved was better than that of the HMA mixture produced with untreated BFS.

show abstract

State of Knowledge for Cantabro Testing of Dense Graded Asphalt

Cited by 62 publications

References 6 publications

Experimental Study of Low Temperature Performance of Porous Asphalt Mixture

Experimental Study of Low Temperature Performance of Porous Asphalt Mixture

Mechanical Performance Characterization of Lignin-Modified Asphalt Mixture

Evaluation of Hot-Mix Asphalt Containing Portland Cement Treated Blast Furnace Slag

Contact Info

Product

Resources

About