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Recycled Materials for Road Construction
Engineered and evaluated Reclaimed Asphalt Pavement (RAP) in Dense Bituminous Macadam mixes through material testing and Marshall Stability analysis. Identified an optimal 30% RAP mix achieving 19.88 kN stability, offering a cost-effective, sustainable alternative to fresh aggregates while meeting standards.
Approach
- Executed material testing: specific gravity, aggregate impact and crushing, LA abrasion.
- Designed DBM mixes with 0–40% RAP and 4.5–5% bitumen content.
- Conducted Marshall Stability tests and analyzed results to determine optimal RAP content.
- Applied Excel-based blending and statistical analysis to validate design targets and standards.
Highlights
- Optimal 30% RAP mix achieved 19.88 kN stability while satisfying quality thresholds.
- Reduced reliance on virgin aggregates, lowering cost and environmental impact.
- Documented a reproducible lab workflow and reporting template for future studies.