Evaluation of Bituminous Stabilized Blow Sands and River Sands in Texas

Details

• Creators:
  Little, Dallas N. ; Button, Joe W.
• Corporate Creators:
  Texas Transportation Institute. Texas A&M University
• Corporate Contributors:
  Texas State Department of Highways and Public Transportation ; United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  Aggregate Gradation Aggregates Air Voids Bituminous Binders Deformation Evaluation Rutting Sand Soil Stabilization
• Publication/ Report Number:
  FHWA/TX-86/39-235-2F
• Resource Type:
  Tech Report
• Geographical Coverage:
  Texas ; United States
• Edition:
  Final Report: September 1977 - January 1986
• Corporate Publisher:
  Texas Transportation Institute. Texas A&M University
• Abstract:
  This study evaluates the basic mixture properties, fatigue potential, rutting or deformation potential of several river sands and blow sands from sources throughout Texas. The mixture characterization evaluates (1) resistance to lateral flow under vertical load by means of the resistance or R value; (2) moisture damage susceptibility as indicated by the percent moisture pick-up following soaking and as indicated by stability loss following vacuum saturation; and (3) air voids content. The Herrin (2) and Chevron (1) criteria for accepting aggregates as candidates for bituminous stabilization were evaluated based on the results of the mixture tests mentioned above as well as resilient modulus, fatigue, and permanent deformation testing.
• Format:
  PDF
• Funding:
  2-9-78-235
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:c762a58d1595ee203e4c6b61516306abd0cf28bc83a61059b27155b8e1bf9f8f22197ab460913418a68b443cf541c36109cfb54381089cf560c4dfdc2f6211fa
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/85138/dot_85138_DS1.pdf
• File Type:
  [PDF - 1.90 MB ]