Calculate pavement layer thicknesses based on traffic, subgrade strength, and design standards
Design ESALs: 10 million
Design Life: 15 years
Traffic Growth: 7.5%
CBR Value: 5%
Climate Zone: Tropical
Drainage: Fair
Reliability: 90%
Standard Deviation: 0.45
Design Method: IRC:37-2018
Fatigue Life: Adequate
Rutting Potential: Acceptable
Serviceability: Good
Surface Course: 50 mm
Base Course: 150 mm
Sub-base Course: 200 mm
Total Pavement: 400 mm
Surface: Bituminous Concrete (BC)
Base: Dense Bituminous Macadam (DBM)
Sub-base: Granular Sub-base (GSB)
Configure your pavement design parameters on the left and click "Calculate" to get started
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