09/02/2025
Method for Designing the Rate of Bitumen and Aggregate for a Double Bituminous Surface Treatment (DBST) Road
The design of the rate of bitumen and aggregate for a Double Bituminous Surface Treatment (DBST) road is crucial to ensuring durability, skid resistance, and water resistance. The process involves selecting appropriate materials, determining application rates, and verifying through field trials. Below is a detailed step-by-step method:
1. Selection of Materials
1.1 Bitumen
Type: Commonly used bitumen types for DBST include penetration-grade bitumen (e.g., 80/100, 60/70) or cutback bitumen (MC-30, MC-70) or emulsified bitumen (RS-1, RS-2, CRS-1, CRS-2).
Properties:
Adequate viscosity for proper spraying.
Good adhesion to aggregates.
Resistance to oxidation and aging.
1.2 Aggregates
Type: Crushed rock, crushed gravel, or crushed slag.
Gradation: Typically 6-12 mm for the first layer and 4-8 mm for the second layer.
Properties:
Clean, dry, and free from dust or clay.
High angularity for better interlocking.
Hard and durable to withstand traffic loads.
2. Determining the Application Rates
2.1 Determination of Bitumen Application Rate
The bitumen application rate varies based on the type of road, traffic volume, and aggregate size. It is usually determined by empirical methods or laboratory tests.
Factors Affecting the Rate of Bitumen:
Traffic Volume: Higher traffic requires lower bitumen content to prevent flushing.
Aggregate Porosity: More porous aggregates need higher bitumen rates.
Weather Conditions: Higher temperatures require adjustments to prevent bleeding.
2.2 Determination of Aggregate Application Rate
The aggregate rate is determined based on the required thickness, aggregate size, and bitumen rate.
Factors Affecting the Aggregate Rate:
Traffic Load: Heavy traffic roads require well-graded, durable aggregates.
Aggregate Shape: Angular aggregates interlock better, requiring slight adjustments to application rates.
3. Field Verifica