Pavement design is the process of determining the appropriate thickness and composition of pavement layers to safely distribute traffic loads to the underlying subgrade. In Australia, pavement design follows the Austroads Guide to Pavement Technology, using the California Bearing Ratio (CBR) method for structural design.
What Is Pavement Design?
Pavement design involves selecting the right combination of materials and layer thicknesses to create a durable, safe, and cost-effective pavement that can withstand predicted traffic loads and environmental conditions over its design life.
Types of Pavements
Flexible Pavement (Asphalt)
A flexible pavement consists of multiple layers that distribute loads from the surface down to the subgrade. The top layer (wearing course) is typically asphalt, with granular base and sub-base layers underneath.
- Most common in Australia for roads and highways
- Allows for staged construction
- Easier to repair and maintain
- Lower initial cost than rigid pavement
Rigid Pavement (Concrete)
Rigid pavement uses a Portland cement concrete slab as the surface layer, which provides high flexural strength.
- Used for high-traffic roads, airports, and industrial pavements
- Longer design life (30–40 years)
- Higher initial cost but lower maintenance
- Requires load transfer at joints
Interlocking Concrete Block Pavement
Used for low-speed areas, footpaths, and heavy-duty industrial areas.
The Austroads Pavement Design Method
The Austroads method is the standard pavement design procedure across Australia. It is a mechanistic-empirical method that considers:
- Design traffic — number and type of heavy vehicle axle loads over the design life
- Subgrade strength — design CBR of the prepared subgrade
- Pavement materials — modulus and fatigue characteristics of each layer
- Climate — rainfall, temperature, drainage conditions
- Reliability — design confidence level
Design Traffic
Traffic is expressed in terms of Equivalent Standard Axles (ESA) — the number of 80 kN single axle loads that would cause equivalent pavement damage.
| Road Type | Design ESA (20-year life) |
|---|---|
| Local street | 10⁴ – 10⁵ |
| Collector road | 10⁵ – 10⁶ |
| Arterial road | 10⁶ – 10⁷ |
| Highway / freeway | 10⁷ – 10⁸ |
| Heavy industrial | > 10⁸ |
Subgrade Design CBR
The subgrade CBR is the most critical parameter in pavement design:
| Subgrade | Design CBR | Typical Pavement Thickness |
|---|---|---|
| Excellent | > 15% | 150–250 mm |
| Good | 8–15% | 250–400 mm |
| Fair | 5–8% | 400–600 mm |
| Poor | 3–5% | 600–800 mm |
| Very Poor | < 3% | > 800 mm (requires capping layer) |
Pavement Layer Components
| Layer | Function | Typical Materials |
|---|---|---|
| Wearing course | Skid resistance, waterproofing, riding quality | Asphalt (AC10, AC14), spray seal |
| Intermediate course | Load distribution (thick pavements only) | Asphalt (AC20) |
| Base course | Primary load distribution | DGB-20, DGB-40 modified binder |
| Sub-base | Secondary load distribution, drainage | DGS-40, cement-treated material |
| Capping layer | Protect weak subgrade during construction | Selected fill, lime-stabilised clay |
| Selected subgrade | Uniform support for pavement layers | In-situ or imported soil at ≥ 95% compaction |
Pavement Design Process
Step 1: Traffic Assessment
Determine the expected traffic volume and heavy vehicle loading over the design life (typically 20–40 years).
Step 2: Subgrade Investigation
- Conduct CBR testing of the subgrade
- Determine Design CBR (80th–85th percentile)
- Assess drainage conditions
Step 3: Material Selection
Select appropriate pavement materials based on availability, cost, and performance requirements.
Step 4: Structural Design
Using Austroads software (such as CIRCLY or equivalent) or design charts, determine the required layer thicknesses.
Step 5: Pavement Verification
After construction, verify that:
- Achieved compaction meets specifications
- Material properties match design assumptions
- Subgrade CBR meets design values
Australian Standards and References
| Standard / Guideline | Purpose |
|---|---|
| Austroads Guide to Pavement Technology | Primary pavement design reference |
| AGPT04A | Pavement structural design |
| AGPT05B | Pavement materials |
| AS 1289.6.1.1 | CBR testing method |
| AS 2891 | Asphalt testing methods |
| AS 2758 | Aggregates for construction |
| Main Roads WA / TfNSW / TMR QLD / Vicroads | State-specific pavement design supplements |
Common Pavement Design Issues
| Issue | Cause | Solution |
|---|---|---|
| Premature rutting | Overload, weak subgrade, poor compaction | Increase pavement thickness, stabilise subgrade |
| Fatigue cracking | Repeated heavy loads exceeding design | Increase asphalt thickness, use modified binder |
| Reflection cracking | Old pavement cracks propagate through overlay | Crack sealing, geogrid interlayer |
| Stripping (asphalt) | Moisture damage to binder-aggregate bond | Use anti-strip additives, improve drainage |
| Pumping (rigid) | Water and fine soil ejected under traffic | Install drainage, seal joints |