Rheological, adhesive, and chemical characterization of asphalt mastic modified with spent coffee grounds: A comparative study with limestone filler

• SCG reduces G* by 13–21% and lowers the iso-stiffness temperature by up to 5.79°C after long-term aging. • Limestone mastics exhibit 25–83% higher pull-off force than SCG mastics, yet SCG maintains >85% moisture retention on basalt. • SEM reveals hydrophobic organic films on SCG driving the cohesive-to-adhesive failure transition under moisture exposure. Spent coffee grounds (SCG) were evaluated as an organic filler in asphalt mastic at 10%, 15%, and 20% by volume, benchmarked against limestone (LM). The experimental program combined DSR temperature sweeps, pull-off adhesion tests on basalt, granite, and marble substrates, SARA fractionation, and SEM, performed under fresh, RTFOT-aged, and PAV-aged conditions. At 20 wt% replacement, SCG reduced the complex shear modulus G* from 3,637 to 2,885 kPa at 16°C (−21%) and lowered the iso-stiffness temperature from 31.22°C to 25.43°C after PAV aging (−5.79°C), while limestone at 20 wt% raised G* to 6,461 kPa (+78%). The rutting factor G*/sinδ decreased by 19–23% with SCG and increased by 71–80% with LM at 64°C, whereas the fatigue factor G*sinδ at 25°C dropped by 18–22% with SCG, indicating improved fatigue resistance potential. Limestone mastics exhibited 25–83% higher pull-off force than SCG (p < 0.05, all 18 comparisons, Benjamini–Hochberg-corrected), yet SCG mastics maintained moisture retention of 83–97% on basalt, comparable to LM (75–97%). Failure mode analysis showed all mastics cohesive under dry conditions, with SCG transitioning to adhesive failure under moisture exposure (notably at 15–20% SCG on marble and granite after PAV aging). SARA analysis confirmed aromatics rose from 60.6% to 65.7% and asphaltenes fell from 10.7% to 8.2% with increasing SCG, yielding an Instability Colloidal Index decrease from 0.187 to 0.154. These results establish SCG not as a direct limestone substitute but as a complementary modifier suited to fatigue-prone warm-climate binder courses and hybrid SCG–LM filler blends, offering environmental benefits through agricultural waste valorization.

Authors

Institutions

Publication Details

Journal
Results in Engineering
Published
2026-04-27
DOI
https://doi.org/10.1016/j.rineng.2026.110751
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Rheological, adhesive, and chemical characterization of asphalt mastic modified with spent coffee grounds: A comparative study with limestone filler

Preeda Chaturabong, Suwaphit Chamwon, Multazam Hutabarat, Manita Thairueng
Results in Engineering
Asphalt Pavement Performance Evaluation
article

Rheological, adhesive, and chemical characterization of asphalt mastic modified with spent coffee grounds: A comparative study with limestone filler

Preeda Chaturabong, Suwaphit Chamwon, Multazam Hutabarat, Manita Thairueng
article en

Abstract

• SCG reduces G* by 13–21% and lowers the iso-stiffness temperature by up to 5.79°C after long-term aging. • Limestone mastics exhibit 25–83% higher pull-off force than SCG mastics, yet SCG maintains >85% moisture retention on basalt. • SEM reveals hydrophobic organic films on SCG driving the cohesive-to-adhesive failure transition under moisture exposure. Spent coffee grounds (SCG) were evaluated as an organic filler in asphalt mastic at 10%, 15%, and 20% by volume, benchmarked against limestone (LM). The experimental program combined DSR temperature sweeps, pull-off adhesion tests on basalt, granite, and marble substrates, SARA fractionation, and SEM, performed under fresh, RTFOT-aged, and PAV-aged conditions. At 20 wt% replacement, SCG reduced the complex shear modulus G* from 3,637 to 2,885 kPa at 16°C (−21%) and lowered the iso-stiffness temperature from 31.22°C to 25.43°C after PAV aging (−5.79°C), while limestone at 20 wt% raised G* to 6,461 kPa (+78%). The rutting factor G*/sinδ decreased by 19–23% with SCG and increased by 71–80% with LM at 64°C, whereas the fatigue factor G*sinδ at 25°C dropped by 18–22% with SCG, indicating improved fatigue resistance potential. Limestone mastics exhibited 25–83% higher pull-off force than SCG (p < 0.05, all 18 comparisons, Benjamini–Hochberg-corrected), yet SCG mastics maintained moisture retention of 83–97% on basalt, comparable to LM (75–97%). Failure mode analysis showed all mastics cohesive under dry conditions, with SCG transitioning to adhesive failure under moisture exposure (notably at 15–20% SCG on marble and granite after PAV aging). SARA analysis confirmed aromatics rose from 60.6% to 65.7% and asphaltenes fell from 10.7% to 8.2% with increasing SCG, yielding an Instability Colloidal Index decrease from 0.187 to 0.154. These results establish SCG not as a direct limestone substitute but as a complementary modifier suited to fatigue-prone warm-climate binder courses and hybrid SCG–LM filler blends, offering environmental benefits through agricultural waste valorization.

Results in EngineeringVol. 30
King Mongkut's Institute of Technology Ladkrabang (TH)
Zero hunger
Openalex Percentile: Top 15%
Asphalt Pavement Performance Evaluation
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.