DEFLECTIONS AS AN INDICATOR OF FLEXIBLE PAVEMENT PERFORMANCE
DEFLECTION MEASUREMENTS ARE BEING MADE BY THE BENKELMAN BEAM TO EVALUATE THE STRENGTH AND LOAD-CARRYING CAPACITY OF FLEXIBLE PAVEMENTS. DIFFERENT PAVEMENT DESIGNS WERE TESTED INCLUDING' HOT-MIXED ASPHALTIC CONCRETE OR SAND ASPHALT WITHOUT CEMENT OR LIME STABILIZATION IN UNDERLYING LAYERS, UNTREATED AGGREGATE OR WATER BOUND MACADAM BASES WITH NO STABILIZING IN THE STRUCTURE OR SUBGRADE, AND ASPHALTIC CONCRETE WITH A CEMENT OR LIME STABILIZED SUBGRADE
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Supplemental Notes:
- 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.
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Authors:
- Nichols Jr, F P
- Publication Date: 1963
Media Info
- Media Type: Digital/other
- Features: Appendices; Figures; References; Tables;
- Pagination: pp 46-65
- Monograph Title: Flexible pavement design
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Serial:
- Highway Research Record
- Issue Number: 13
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Asphalt concrete; Asphaltic sand; Base course (Pavements); Bearing capacity; Benkelman beam; Calcium oxide; Cement treated soils; Deflection; Flexible pavements; Hot mix asphalt; Measurement; Performance; Soil stabilization; Strength of materials; Subgrade (Pavements); Water bound macadam
- Uncontrolled Terms: Cement treated bases; Stabilization
- Old TRIS Terms: Bearing capacities
- Subject Areas: Geotechnology; Highways; Materials; Pavements;
Filing Info
- Accession Number: 00206185
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Nov 18 1994 12:00AM