FINAL REPORT FOR ROADWAY FAILURE STUDY NO. 111

THIS WAS THE THIRD STUDY IN A SERIES CONCERNED WITH PAVEMENT FAILURE OVER EXPANSIVE CLAY FOUNDATION SOIL. THE FIRST TWO STUDIES INDICATED THAT INCREASING WATER CONTENT AND SOFTENING OF THE UPPER FEW FEET OF THE CLAY WAS THE MAIN CAUSE OF PAVEMENT FAILURE AT THE SITES STUDIED. THE OBJECTIVES OF THE THIRD STUDY WERE TO FURTHER DEFINE THE SOURCE OF MOISTURE AND THE DEPTH OF MOISTURE INCREASE, AND TO DETERMINE POSSIBLE PREVENTIVE MEASURES. MOISTURE CONTENT, CHANGES IN PAVEMENT ELEVATION AND PAVEMENT PERFORMANCE WERE OBSERVED. MOISTURE CONTENTS WERE MEASURED WITH NUCLEAR DEPTH PROBES AND UNDISTURBED SAMPLING. RESULTS INDICATED THAT WATER INFILTRATES DOWNWARD FROM THE SURFACE ONLY AND THAT PAVEMENT DISTRESS OCCURRED AFTER THE MOISTURE CONTENT HAD INCREASED. AT ONE POINT OF FAILURE, THE MOISTURE CONTENT OF THE SUBGRADE APPROACHED SATURATION. THE SOURCE OF WATER APPEARS TO BE CONDENSATION, WITHIN THE GRANULAR BASE, OF MOISTURE IN THE AIR VOIDS. APPARENTLY FRESH AIR AND MOISTURE ARE DRAWN INTO THE BASE DURING EACH DAILY CYCLE OF TEMPERATURE CHANGE. RECOMMENDED TREATMENT INCLUDES WATERPROOFING THE ENTIRE SUBGRADE SURFACE INCLUDING DITCHES AND THE LOWER PORTIONS OF BACKSLOPES AND THE UPPER PORTIONS OF FILL SLOPES. /BPR/

• Supplemental Notes:
  • Hpr, 902
• Corporate Authors:

  Wyoming State Highway Department

  ,    

  Bureau of Public Roads /US

  400 7th Street, SW
  Washington, DC  United States  20590
• Publication Date: 1968-12

Subject/Index Terms

• TRT Terms: Air voids; Altitude; Condensation; Durability; Expansive clays; Failure; Foundation soils; Moisture content; Pavement performance; Pavements; Soil water; Subgrade (Pavements); Waterproofing
• Uncontrolled Terms: Elevation
• Old TRIS Terms: Air voids content; Subgrade moisture
• Subject Areas: Geotechnology; Highways; Pavements;

Filing Info

• Accession Number: 00206376
• Record Type: Publication
• Source Agency: Bureau of Public Roads /US
• Files: TRIS, STATEDOT
• Created Date: Oct 7 1994 12:00AM