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American Association of State and Highway Transportation Officials, 2022
Publisher: AASHTO
File Format: PDF
$49.00$99.00
Pages:14
File Size:1 file , 520 KB
Note:This product is unavailable in Ukraine, Russia, Belarus
This method provides for the determination of the unconfined compressive strength of soil–lime stabilization mixtures.
Note—Generally, an unconfined compressive strength of 690 kPa (100 psi) is satisfactory for the final course of base construction, and it is desirable that materials for such courses contain a minimum of 50 percent plus 0.425-mm (No. 40) material before treatment. Various soil materials may be treated for subbase, and, in such cases, the minimum suggested unconfined compressive strength is 345 kPa (50 psi).
Standard Practice for Definition of Terms Related to Transverse Pavement Profiling Systems and Ground Reference Equipment
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Standard Method of Test for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration (ASTM Designation: C1202-12)
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Standard Method of Test for Penetration Test and Split-Barrel Sampling of Soils (ASTM Designation: D1586/D1586M-18)
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Standard Practice for Assessment of Navigation Drift Mitigation in Transverse Pavement Profiling Systems
