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Chapter 4 - Conclusions and Suggested Research
Pages 114-115

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From page 114...
... During this study, the research team was performance, but high density values do not necessarily predict able to assess the properties of 16 recycled pavement sections good performance. where each section exhibited a unique combination of a During this study, a series of tests that could be used to recycling process, a stabilizing/recycling agent, the presence describe performance properties of an FDR, CIR, or CCPR of an active filler, or another property expected to influence layer were evaluated in laboratory and field settings.
From page 115...
... Short-pin Number of blows 7.1 raveling test Torque, ft-lb 20.2 Long-pin shear Number of blows 19.3 test Torque, ft-lb 62.9


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