[$66.00 per sq. yd]) is relatively high. With the computed
the price difference between the composite pavement with CRCP base and the rigid pavement
alternative.
composite pavement with a CTB would be due for a reconstruction when year 50 is reached.
However, Balbo and Cintra (1994) conclude that because CTB is originally produced with
aggregates (i.e., it contains CTA) the material will behave like a very good granular material.
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This suggests that a reconstruction may not be required; milling and replacement of the AC layer
would be sufficient. However, reflection cracking is likely to occur. In the case of the
composite pavement with CRCP base, a similar assumption can be made because only functional
maintenance operations are performed on the asphalt course throughout its service life. In
addition, the longevity of such pavement, due to the bituminous surface layer preserving the
structure integrity of the base, suggests that reconstruction is not necessary. In brief, typical
flexible and rigid pavements reach the end of their service lives after 50 years, at which time a
reconstruction is likely to occur; however, composite pavements can last more than 50 years as
long as maintenance and light rehabilitation operations are performed.
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