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Pavement Design & Pavement Performance
Pavement Design & Pavement Performance
Establish Policies and Procedures for Use of Subgrade Stabilization in Michigan
Project Number: SPR-1733
Contract Number: 2019‐0309 Z4
Status: Complete
Start Date: 10/1/2021
End Date: 03/07/2024
The benefits of subgrade stabilization have been long identified by many government and private highway agencies. Subgrade stabilization can accelerate construction by avoiding the removal and replacement of soft and wet subgrade soils. If properly designed and constructed, stabilized subgrade layers can improve pavement performance. This research study aimed to develop comprehensive guidelines for site selection for subgrade stabilization projects, mix designs, and construction of stabilized subgrades. During this study, a construction specification for chemically stabilized subgrades and pavement design parameters for stabilized subgrades were also developed. A comprehensive literature review, a survey of MDOT and other DOT practices, and interviews of personnel experienced with subgrade stabilization were conducted during this study. The results of the study show the main stabilizer used for subgrade stabilization include lime and cement, but some agencies use other materials such as Fly Ash (FA), Cement Kiln Dust (CKD), or Lime Kiln Dust (LKD). Based on these findings a comprehensive guideline for site selection was developed during this study. MDOT engineers can use this guidance document to evaluate potential sites for use of subgrade stabilization during the project scoping and design phase. A mix design guidance document was also developed to facilitate MDOT engineers' review of contractor‐developed mix designs of the subgrade
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