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Pavement design

Pavement design . Flexible pavement layer s. Subgrade: .

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Pavement design

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  1. Pavement design Flexible pavement layers

  2. Subgrade: • The natural materials located along the horizontal alignment of the pavement and served as a foundation of the pavement structure. The upper 15-20cm of the subgrade is scarified and blended to provide a uniform material before it is compacted to maximum density. The subgrade may also consists of borrow materials, well compacted. It may be to necessary to treat the subgrade materials with certain types of stabilizers to achieve certain strength properties.

  3. subgrade

  4. Subbase layer • Consists of materials of superior quality to that of the subgrade in terms of bearing capacity. This layer is usually consists of crushed aggregate or a mixture of fine and coarse aggregate.

  5. Subbase materials

  6. Subbase layer

  7. Subbase layer

  8. Subbase layer

  9. Subbase layer

  10. Subbase layer

  11. Subbase layer

  12. Base layer • Usually consists of granular materials such as crushed stone, crushed or uncrushed gravel and sand. The materials should have better properties than those used for the subbase course in terms of gradation and strength. To improve the materials properties, they can be stabilized with Portland cement, asphalt or lime.

  13. Base layer

  14. Base layer

  15. Surface layer • Usually made of asphaltic concrete, which is a mixture of asphalt cement and aggregate. The function of this layer is to withstand high tire pressure, resisting the wheel abrasion, provide a skid resisting surface and to waterproof the entire pavement structure. The quality of the surface material depends on the mix design of the asphalt concrete used.

  16. Surface layer

  17. Surface layer

  18. Surface layer

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  20. Surface layer

  21. Surface layer

  22. Surface layer

  23. Surface layer

  24. Surface layer

  25. Surface layer

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