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Design Of Flexible Pavements
- 1. Design of Flexible Granular Pavements Presenter: Bill Hutton
- 12. Design Traffic Loading
- 13. Design Traffic Loading
- 14. Design Traffic Loading
- 15. Design Traffic Loading 150mm
- 16. Design Traffic Loading
- 17. Geometric Design Considerations Earthworks – 1:200 Residential – 1:400 Industrial Concrete – 0.5% Longitudinal (0.3% if required) – 1% Cross Fall Asphalt – 2% Cross Fall Minimum Chip Seal – 3% Cross Fall Minimum Kerb & Channel – 0.3% Longitudinal Table Drains with Grass Invert – 0.75% (0.5% min). Table Drains with Conc. Invert – 0.35% (0.3% min).
- 18. Case Study 1 – Granite Vale Road
- 19. Case Study 1 – Granite Vale Road
- 20. Case Study 1 – Granite Vale Road 250mm -75 material with Geo-fabric 150mm Type 2.3 CTB with 3% Cement