5837r2-f09 - TTE 5837 REVIEW QUESTIONS FOR TEST NO.2 FALL...

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TTE 5837 REVIEW QUESTIONS FOR TEST NO.2 FALL 2009 AASHTO DESIGN GUIDES FOR RIGID PAVEMENTS (1) How were traffic, pavement design and pavement serviceability related to one another in the performance equation for rigid pavements, which formed the basis for the AASHTO pavement design method for rigid pavements? (2) The original AASHTO design equation for rigid pavements was applicable to only one type of concrete and one subgrade type. How was it made applicable to other concrete types and subgrade types? (3) Describe all the design parameters considered in the AASHTO Design Guides for rigid pavements. (4) Describe how all of the above design parameters are to be obtained. PCA DESIGN METHOD (5) Describe the two failure criteria used in the PCA pavement design method. How is the adequacy of a pavement design determined? (6) Describe the assumptions and limitations of the PCA design method. CONSIDERATION OF THERMAL EFFECTS IN CONCRETE PAVEMENT DESIGN
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5837r2-f09 - TTE 5837 REVIEW QUESTIONS FOR TEST NO.2 FALL...

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