Long-Term Field Performance of Warm Mix Asphalt Technologies (2017) / Chapter Skim
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Pages 83-87
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83 ME Design program in general have a reasonable capability to estimate the field transverse cracking performance of HMA and WMA pavements. Results from some local validation studies also indicate that thermal cracking prediction results obtained using local calibration factors are acceptable (Von Quintus et al.
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From page 85... ...
85 2. As long as the crack depth reaches the maximum value (the depth of the total pavement layers)
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From page 87... ...
87 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Pr ed ic te d R ut D ep th o f H M A (in .) HMA Sasobit Evotherm Foaming Advera LEA OH MD MN CO WA PA WA NV IL SC MO MO PA TX TX CA CA 541 925 169 I-70 SR 12 2012 I-90 Bravo 147 178 CC Hall 2006 251 324 3a 3b (a)
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