A LABORATORY STUDY ON THE INFLUENCE OF COMPACTION TEMPERATURE ON THE DURABILITY OF DENSE GRADED ASPHALTIC CONCRETE
THERE IS A DEFINITE INFLUENCE OF COMPACTION TEMPERATURE ON STABILITY, VOIDS, FLOW AND DURABILITY VALUES. FROM THE DURABILITY POINT OF VIEW, THE COMPACTION TEMPERATURE, AND TIME OF HAUL, MUST BE KEPT TO A BARE MINIMUM PROVIDED THE STABILITY, VOIDS AND FLOW REQUIREMENTS ARE SATISFIED. /AUTHOR/
-
Supplemental Notes:
- No 14, pp 19-33, 2 FIG, 9 TAB, 12 REF
-
Authors:
- Sankaran, K S
- Raja, RAO D
- Publication Date: 1970
Media Info
Subject/Index Terms
- TRT Terms: Asphalt concrete; Compaction; Concrete; Dense graded aggregates; Durability; Flow; Stability (Mechanics); Temperature; Trip length; Void ratios
- Old TRIS Terms: Haul time; Void
- Subject Areas: Highways; Materials;
Filing Info
- Accession Number: 00211689
- Record Type: Publication
- Files: TRIS
- Created Date: Nov 8 1971 12:00AM