2005
DOI: 10.3141/1905-06
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Wisconsin Experiences with Reflective Crack Relief Projects

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Cited by 8 publications
(2 citation statements)
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“…Several approaches have been used to evaluate the performance of interlayer systems including field crack surveys (6), laboratory tests to determine interface shear stiffness or bulk and fracture material characteristics (7)(8)(9), accelerated pavement tests to determine the number of load repetitions to failure (10), and numerical modeling (11). Until recently, measurement of field cracks appeared to be the most effective approach to evaluate the performance of overlays (12). This study introduces a method to identify field reflective cracking by using ground-penetrating radar (GPR) and crack severity and extent surveys.…”
mentioning
confidence: 99%
“…Several approaches have been used to evaluate the performance of interlayer systems including field crack surveys (6), laboratory tests to determine interface shear stiffness or bulk and fracture material characteristics (7)(8)(9), accelerated pavement tests to determine the number of load repetitions to failure (10), and numerical modeling (11). Until recently, measurement of field cracks appeared to be the most effective approach to evaluate the performance of overlays (12). This study introduces a method to identify field reflective cracking by using ground-penetrating radar (GPR) and crack severity and extent surveys.…”
mentioning
confidence: 99%
“…After three years of service, the interlayer section contained 36 percent less reflective cracks than the control section (Blankenship et al 2005). Wisconsin Department of Transportation also documented their use of crack relief interlayers for several overlay projects from 1996 to 2002 (Makowski et al 2005). In three out of four projects, there was a clear delay of cracking (42 percent average crack reduction) when using a pavement overlay with an interlayer.…”
Section: Literature Reviewmentioning
confidence: 99%