DISTRICT 14 PAVEMENT INTERSECTION INSTABILITY STUDY. FINAL REPORT
This report outlines the results of varying the design of HMAC by changing the gradation and the size of the coarse aggregate fraction and by using polymer-modified asphalt to provide mixtures of greater stability for use at intersections.
- Research study title: District 14 Pavement Intersection Instability Study.
University of Texas, AustinCenter for Transportation Research, 3208 Red River Street
Austin, TX United States 78705
Austin, TX United States 78763
- Kennedy, T W
- Torshizi, H
- Elmore, W E
- Publication Date: 1991-6
- Features: Figures; Tables;
- Pagination: 32 p.
- TRT Terms: Aggregate gradation; Aggregates; Asphalt concrete; Asphalt pavements; Coarse aggregates; Hot mix asphalt; Intersections; Mix design; Pavement design; Polymer asphalt
- Uncontrolled Terms: Aggregate size; Hveem stability
- Old TRIS Terms: Marshall stability
- Subject Areas: Design; Geotechnology; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces; I31: Bituminous Binders and Materials;
- Accession Number: 00625743
- Record Type: Publication
- Report/Paper Numbers: TX-92+960-1F, Res Rept 960-1F, CTR 3-14D-88-960-1F
- Contract Numbers: Study 3-14D-88-960
- Files: TRIS, STATEDOT
- Created Date: Oct 7 1993 12:00AM