COMPARISON OF THE PERFORMANCE OF ALL-BITUMINOUS CONCRETE AND REDUCED SUBGRADE STRENGTH HIGHWAY PAVEMENT TEST SECTIONS UNDER FREEZING CONDITIONS
Four highway pavement test sections were built at CRREL in July 1971. Two sections were designed using the Asphalt Institute full-depth criteria in which the pavement is placed directly upon the subgrade with no granular base course, and the other two were based on similar traffic volumes using the Corps of Engineers reduced subgrade strength criteria which incorporate a granular base course. The sections were constructed to compare and evaluate the performance of the two different concepts under freeze-thaw conditions. The first three years' observations are reported.
Hanover, NH USA 03755-1290
- Eaton, R A
- Publication Date: 1975-12
- Features: Appendices; Figures; References; Tables;
- Pagination: 38 p.
- TRT Terms: Alternatives analysis; Asphalt concrete; Asphalt pavements; Bitumen; Cold weather; Data collection; Freeze thaw tests; Freezing; Frost heaving; Full-depth asphalt pavements; Granular bases; Highways; Pavements; Performance tests; Strength of materials; Subgrade (Pavements); Test procedures; Test sections; Testing; Thaw; Traffic volume
- Old TRIS Terms: Frost heave
- Subject Areas: Highways; Pavements;
- Accession Number: 00094221
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: CRREL-TR-270 Tech. Rpt.
- Files: TRIS
- Created Date: Mar 29 1976 12:00AM