Scullion, T., Sebesta, S., & Taylor, R. (2016). Using Small Sample Sizes in Full Depth Reclamation Laboratory Mix Designs [Project Summary] (Report No. 5-6271-03). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/65963
Scullion, Tom, Stephen Sebesta, and Ross Taylor. Using Small Sample Sizes in Full Depth Reclamation Laboratory Mix Designs [Project Summary]. Report no. 5-6271-03. Texas A&M Transportation Institute, 2016. https://rosap.ntl.bts.gov/view/dot/65963.
Scullion, Tom, et al. Using Small Sample Sizes in Full Depth Reclamation Laboratory Mix Designs [Project Summary]. Texas A&M Transportation Institute, 2016, Report no. 5-6271-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/65963.
Details
Alternative Title:
5-6271-03: Using Small Sample Sizes in Full Depth Reclamation Laboratory Mix Designs
Oftentimes, renewal of deteriorated pavements relies on stabilization to strengthen pavement materials. Typically, this process takes place with full depth recycling, where in-situ materials receive treatment and mixing with a stabilizing agent to result in a renewed and strengthened base or subbase material.
Oftentimes renewal of deteriorated pavements relies on stabilization to strengthen pavement materials. Typically, this process takes place with full d
...
Scullion, T., Sebesta, S., & Taylor, R. (2016). Using Small Sample Sizes in Full Depth Reclamation Laboratory Mix Designs [Project Summary] (Report No. 5-6271-03). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/65963
Scullion, Tom, Stephen Sebesta, and Ross Taylor. Using Small Sample Sizes in Full Depth Reclamation Laboratory Mix Designs [Project Summary]. Report no. 5-6271-03. Texas A&M Transportation Institute, 2016. https://rosap.ntl.bts.gov/view/dot/65963.
Scullion, Tom, et al. Using Small Sample Sizes in Full Depth Reclamation Laboratory Mix Designs [Project Summary]. Texas A&M Transportation Institute, 2016, Report no. 5-6271-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/65963.
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