Cold in-place recycle phase III, supplemental - field protocol : short term field stability.
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2015-05-01
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Abstract:CIR has become a useful tool in pavement rehabilitation due to cost savings. UDOT wishes to ; improve the reliability of the process as well as improve the final outcome. A balance is achieved ; between fracture durability and rutting resistance by controlling void content and added emulsion. This ; balance is well reflected in the current mix design method but has proven difficult to achieve in the field. ; Observation of field methods has pointed toward modifications to the mix design procedure as well as ; to tests providing same-day feedback to the CIR process. ; SR 32 is the second field project where a variety of tests were used to control the process ; consistency and quality as well as the release to traffic conditions. The Dynamic Cone Penetrometer ; (DCP) along with the Shear Vane test are further validated and a new test protocol using the Marshall ; Hammer is developed. Recommendations for test thresholds are made. ; Recommendations are made for control of both longitudinal and lateral density. Roller patterns ; are recommended. Emulsion break temperatures are evaluated leading to best compaction practices. ; Recognition of system sensitivity to temperature results in proposed changes to the mix design ; procedures. Specification changes are recommended with respect to the pickup machine and paver.
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Main Document Checksum:urn:sha256:2cbdffe6cf60a1ef1a93c5c2617fcabfaca579aef74ef0ceb87b049860ad56bd