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Saturday, February 7, 2026

Double Bituminous Surface Treatment (DBST)

 Double Bituminous Surface Treatment (DBST)—also called Double Surface Dressing—is a widely used low-cost, flexible pavement surfacing technique, especially popular in countries like Sri Lanka for rural and provincial roads .

Here’s a clear, engineering-style explanation you can use for technical notes, estimates, or approvals.

1. What is DBST?

Double Bituminous Surface Treatment is a pavement surfacing method where:

  • Two layers of bituminous binder

  • Each followed by a layer of crushed aggregates
    are applied one after the other on a prepared base.

👉 It is not a structural layer; it acts as a wearing course and waterproofing layer.

2. Typical Pavement Structure (Top to Bottom)

  1. Second Aggregate Layer (Smaller size)

  2. Second Bituminous Binder Spray

  3. First Aggregate Layer (Larger size)

  4. First Bituminous Binder Spray

  5. Prepared Base Course (ABC / WMM / Existing Road)

3. Materials Used

(a) Bituminous Binder

Commonly used:

  • Cationic Bitumen Emulsion (CRS-1 / CRS-2)
    or

  • Paving Grade Bitumen (60/70 or 80/100)

(b) Aggregates

  • First Layer: 12.5 mm or 10 mm crushed aggregates

  • Second Layer: 6.3 mm or 5 mm crushed aggregates

  • Clean, angular, well-graded, and dust-free

4. Construction Procedure (Step-by-Step)

Step 1: Surface Preparation

  • Repair potholes, edge failures

  • Clean dust and loose material

  • Ensure dry surface

Step 2: Prime Coat (if required)

  • Applied on granular base

  • Helps binder penetration and bonding

Step 3: First Binder Application

  • Spray bitumen/emulsion uniformly

  • Typical rate: 1.5 – 1.8 kg/m²

Step 4: First Aggregate Spreading

  • Spread larger aggregates

  • Immediately rolled with pneumatic / steel roller

Step 5: Second Binder Application

  • Applied after first layer sets

  • Typical rate: 0.9 – 1.2 kg/m²

Step 6: Second Aggregate Spreading

  • Spread smaller aggregates

  • Rolling to achieve proper embedment

Step 7: Curing & Opening to Traffic

  • Excess loose aggregates swept

  • Light traffic allowed after curing

5. Typical Application Rates (Guide Values)

ItemApprox. Quantity
First Binder1.5 – 1.8 kg/m²
First Aggregate0.015 – 0.018 m³/m²
Second Binder0.9 – 1.2 kg/m²
Second Aggregate0.010 – 0.012 m³/m²

(Actual rates depend on surface condition and specifications)

6. Advantages of DBST

✅ Low construction cost
✅ Quick execution
✅ Improves skid resistance
✅ Seals surface against water
✅ Suitable for low to medium traffic roads
✅ Easy maintenance

7. Limitations

⚠️ Not suitable for heavy traffic
⚠️ Requires good weather (dry conditions)
⚠️ Surface roughness compared to asphalt concrete
⚠️ Needs proper aggregate quality control

8. Typical Uses in Sri Lanka

  • Provincial & rural roads

  • Access roads

  • Agricultural & estate roads

  • Road rehabilitation over existing pavements

(DBST is widely adopted by RDA, PRDA, and local authorities)

9. DBST vs Asphalt Concrete (AC)

AspectDBSTAsphalt Concrete
CostLowHigh
ThicknessVery thinThick
Traffic CapacityLow–MediumHigh
Construction SpeedFastSlower
MaintenanceFrequentLess frequent