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Pavement Design CE 453 Lecture 28
Objectives ,[object Object],[object Object]
AASHTO Pavement Design Method Considerations   ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
Flexible Pavement Typical Applications ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
Basic AASHTO Flexible Pavement Design Method ,[object Object],[object Object],[object Object],[object Object],[object Object]
Basic AASHTO Rigid Pavement Design Method ,[object Object],[object Object],[object Object],[object Object]
Variables included in Nomographs ,[object Object],[object Object],[object Object],[object Object],[object Object]
Variables included in Nomographs ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Other Growth Rates ,[object Object],[object Object]
Flexible Pavement Design ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Components Sub-grade (roadbed) course:  natural material that serves as the foundation of the pavement structure Sub-base course:  above the sub-grade, superior to sub-grade course Base course:  above the sub base, granular materials such as crushed stone, crushed or uncrushed slag, gravel, and sand Surface course: upper course of the road pavement, should withstand tire pressures, resistant to abrasive forces of traffic, provide skid-resistant driving surface, prevent penetration of surface water  3 inches to > 6 inches
Economic Analysis ,[object Object],[object Object]
Sensitivity Analysis ,[object Object],[object Object],[object Object]
OTHER ISSUES ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
FAILURE EXAMPLES ,[object Object],[object Object]
FATIGUE CRACKING
RUTTING
SHOVING
PUMPING
EXAMPLES ,[object Object],[object Object]

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28 pavement design

  • 1. Pavement Design CE 453 Lecture 28
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  • 28. Components Sub-grade (roadbed) course: natural material that serves as the foundation of the pavement structure Sub-base course: above the sub-grade, superior to sub-grade course Base course: above the sub base, granular materials such as crushed stone, crushed or uncrushed slag, gravel, and sand Surface course: upper course of the road pavement, should withstand tire pressures, resistant to abrasive forces of traffic, provide skid-resistant driving surface, prevent penetration of surface water 3 inches to > 6 inches
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Editor's Notes

  1. INSERT SLIDE HERE TO SHOW THE FORMULA AND HOW TO CALCULATE