Evaluation of experimental flexible pavements : interim report no. 2.
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Evaluation of experimental flexible pavements : interim report no. 2.

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English
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  • Creators:
    McGhee, Kenneth H.
  • Corporate Creators:
  • Publication/ Report Number:
    VHTRC 76-R1
  • Resource Type:
    Tech Report
  • Geographical Coverage:
    Virginia
  • OCLC Number:
    2280032
  • Corporate Publisher:
    Virginia Transportation Research Council
  • Abstract:
    A program of construction and performance evaluation of seven Virginia flexible pavements containing at least some experimental features is reported. The objective of the program is to evaluate the performance of the pavements incorporating new or timely design concepts and to assess the flexibility of these concepts for further use. Among the major findings of the study to this point are the following. 1. Pavements having equivalent design thickness indices are not necessarily equivalent in construction cost or in early structural strength, 2. Very early deflection tests do not give good indications of the ultimate strength characteristics of pavements having cement stabilized layers. Full-depth asphaltic concrete pavements can give excellent performance in very poor soil areas, especially when the design is modified through the provision of a cement stabilized subgrade. An unstabilized sandwich layer placed between a cement stabilized layer and asphaltic concrete layers is effective in significantly delaying the reflection of transverse cracking from the cement stabilized layer through the asphaltic concrete layers. There is some evidence that reflective cracks may develop after many years under heavy truck traffic. Such a sandwich layer is weaker than either of the two layers it contacts and can cause a net reduction in pavement strength as compared with the situation where the weaker layer is on the bottom. Transverse shrinkage cracks reflect from a cement treated stone subbase through 3 inches (75 mm) of bituminous concrete in as little as 18 months and through 7 inches (175 mm) of bituminous concrete in less than 5 years. Cement treatment of stone subbases can be omitted in passing lanes with no detriment to performance. (This may not be true with traffic volumes near capacity because of the change in distribution of truck usage as that point is approached.
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