Annotated Literature Review for NCHRP Report 640 (2009) / Chapter Skim
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Pages 152-155
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150 only if surface repairs are conducted prior to the placement of class F mix. They indicate that surface repairs can include localized inlays, travel lane inlays, a dense HMAC lift below the Class F mix, or other forms of reflective crack control.
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151 1.34.3 Materials and Design No specifics on materials and mix design were given. 1.34.4 Construction Practices No specifics on construction practices were given.
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152 however, on average, the water jet with cavitation method did improve draining characteristics more. Table 83: Results of Permeability Testing after Functional Recovery Type No.
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153 Figure 15: High-Pressure Ejection and Vacuum Systems See rehabilitation practices below. This paper discusses a water jet cavitation process for rehabilitation of porous pavements.
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