EVALUATION OF MARSHALL STABILITY AND FLOW VALUES OF ASPHALTIC PAVING MIXTURES

THIS STUDY WAS CONDUCTED TO INVESTIGATE THE EFFECTS OF SPECIMEN THICKNESS ON BOTH MARSHALL STABILITY AND MARSHALL FLOW. CORRECTION FACTORS WERE DERIVED FROM REGRESSION ANALYSES FOR BOTH STABILITY AND FLOW, BASED ON DATA FROM 18 MIXES. MIXTURES STUDIED INCLUDED BOTH ORIGINAL PLANT MIXES AND REMOLDED FIELD CORES. THICKNESS OF SPECIMENS RANGED FROM 0.5 TO 3.2 INCHES. /AUTHOR/

• Record URL:
  http://onlinepubs.trb.org/Onlinepubs/hrr/1969/273/273-005.pdf
• Supplemental Notes:
  • Paper sponsored by Committee on Mechanical Properties of Bituminous Paving Mixtures. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
• Authors:
  • Lee, Dah-Yin
• Publication Date: 1969

Media Info

• Media Type: Digital/other
• Features: References; Tables;
• Pagination: pp 53-62
• Monograph Title: Bituminous materials and mixes
• Serial:
  • Highway Research Record
  • Issue Number: 273
  • Publisher: Highway Research Board

Subject/Index Terms

• TRT Terms: Asphalt; Bituminous mixtures; Core samples; Marshall test; Plant mix; Regression analysis; Specimens; Thickness
• Old TRIS Terms: Cores; Marshall stability marshall stability & flow test flow; Remolding
• Subject Areas: Data and Information Technology; Highways; Materials;

Filing Info

• Accession Number: 00211436
• Record Type: Publication
• Files: TRIS, TRB
• Created Date: Sep 29 1994 12:00AM