THE INFLUENCE OF PRELIMINARY COMPACTION BY THE FINISHER ON THE FINAL COMPACTION OF BITUMINOUS MIXTURES (IN GERMAN)

THE VOIDS CONTENT OF AN ASPHALTIC CONCRETE SURFACING LAID WITH THREE DIFFERENT FINISHERS WAS DETERMINED, TOGETHER WITH THE UNIT WEIGHT OF SURFACING ON A DUTCH TEST ROAD AND THE VOIDS CONTENT OF A 12CM THICK BITUMEN-GRAVEL LAYER BEFORE AND AFTER ROLLER COMPACTION. THE PLASTIC VALUES OF THE MIXTURE AND THE COOLING TIME OF VARIOUS THICKNESSES OF ASPHALTIC CONCRETE WAS ALSO ASCERTAINED. THE ROLLING FACTOR IS DETERMINED BY THE THICKNESS OF THE SURFACING AND THE SPEED, WEIGHT, WIDTH AND DIAMETER OF THE ROLLER. /RRL/

• Supplemental Notes:
  • Vol 19, No 4, PP 150-154, 3 TAB, 9 PHOT, 9 REF
• Authors:
  • Vizl, L
• Publication Date: 1968

Media Info

• Serial:
  • Bitumen, Terre, Asphalte, Peche u Verwardte Staffe

Subject/Index Terms

• TRT Terms: Asphalt concrete; Bituminous materials; Bituminous mixtures; Compaction; Concrete finishing; Cooling; Plasticity; Rolling; Surface treating; Thickness; Void ratios
• Old TRIS Terms: Bituminous surfacing; Void
• Subject Areas: Construction; Highways;

Filing Info

• Accession Number: 00214964
• Record Type: Publication
• Source Agency: Road Research Laboratory /UK
• Files: TRIS
• Created Date: Oct 27 1994 12:00AM