00211641

Component

http://www.ltrc.lsu.edu/p...d_reports/Report%20003.pdf

https://onlinepubs.trb.or...bproceedings/38/38-020.pdf

THIS PAPER SUMMARIZES THE PRELIMINARY LABORATORY INVESTIGATION MADE BY THE LOUISIANA DEPARTMENT OF HIGHWAYS AND DISCUSSES THE USE OF EXPANDED CLAY AGGREGATE IN SURFACE TREATMENT AND HOT-MIX-HOT-LAID ASPHALTIC CONCRETE WORK IN REGARD TO DESIGN, CONSTRUCTION QUANTITIES, AND PERFORMANCE DURING 3-1/2 YEARS. THE RESULTS ARE VERY FAVORABLE AND COMPARABLE AND BETTER ROADS CAN BE BUILT WITH THIS MATERIAL IN LOCALITIES WHERE OTHER MATERIALS ARE IN SHORT SUPPLY. /AUTHOR/

Vol 38, pp 398-407, 6 FIG, 8 TAB, 1 APP. 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.

01490413

1959

Highway Research Board Proceedings

Digital/other

Asphalt concrete; Bituminous construction; Expanded clay aggregates; Hot mix asphalt; Pavement design; Pavement performance

Geotechnology; Highways; Materials; Pavements

TRIS, TRB

Oct 3 1971 12:00AM

• 17- YEAR REPORT ON THE OWENSBORO - HARTFORD COOPERATIVE INVESTIGATION OF JOINT SPACING IN CONCRETE PAVEMENTS
• A LABORATORY STUDY OF ANTI-STRIPPING ADDITIVES FOR HOT BITUMINOUS MIXES
• ACCELERATED PROOF-TESTS OF RUNWAY PAVEMENT, COLUMBUS AIR FORCE BASE, MISSISSIPPI
• ADMINISTRATION OF HIGHWAY TRANSPORTATION FUNCTIONS: STATUS AND RESEARCH NEEDS-- A SYMPOSIUM
• AN APPROACH TO THE STUDY OF LOCAL ROAD MANAGEMENT
• AN EXPERIMENTAL STUDY ON USE OF GLUED LAMINATED TIMBER FOR BRIDGE BEAMS
• CATIONIC ASPHALT EMULSIONS: HOW THEY DIFFER FROM CONVENTIONAL EMULSIONS IN THEORY AND PRACTICE
• CORRELATION OF SELECTED SOIL INDICES WITH PLANT GROWTH ON HIGHWAY BACKSLOPES IN IOWA
• CRACKING OF ASPHALTIC CONCRETE ADJACENT TO TRAFFIC STRIPES
• CREEP AND SHRINKAGE IN LIGHTWEIGHT CONCRETE
• DEVELOPING TOOLS AND TECHNIQUES FOR GEOMETRIC DESIGN OF HIGHWAYS
• FINAL REPORT ON DESIGN PROJECT, MICHIGAN TEST ROAD
• FORECASTING ECONOMIC ACTIVITY FOR THE CHICAGO REGION
• FREQUENCIES OF VARIOUS LEVELS OF STRESS IN HIGHWAY BRIDGES
• FRICTION CONCEPT OF TRAFFIC FLOW
• FULL-SCALE APPRAISALS OF GUARDRAIL INSTALLATIONS BY CAR IMPACT TESTS
• INVESTIGATION OF LONGITUDINAL CRACKING REFLECTED THROUGH ASPHALTIC CONCRETE RESURFACING
• MEASUREMENT OF VISCO-ELASTIC PROPERTIES OF BITUMENS UNDER DYNAMIC LOADING
• MOTOR TRANSPORT STATISTICS AND THEIR USE IN HIGHWAY POLICY
• MUSKEG RESEARCH: A CANADIAN APPROACH
• ORGANIZING A CONTINUING AGENCY FOR A METROPOLITAN AREA TRANSPORTATION STUDY
• PAVEMENT PROFILE SURVEYS TO CORRELATE MICHIGAN DESIGN PRACTICE WITH SERVICE BEHAVIOR
• PREPARING OLD PAVEMENTS FOR RESURFACING WITH 50-TON COMPACTOR
• PROVISION OF BUS LOADING FACILITIES ON URBAN FREEWAYS
• RELATIONSHIPS OF CONCRETE STRENGTH TO MAXIMUM SIZE AGGREGATE
• SHOULDER OCCUPANCY ON RURAL HIGHWAYS
• STRUCTURAL AND TEXTURAL INFLUENCES ON THERMAL CONDUCTIVITY OF SOILS
• TRAFFIC INPUTS FOR SIMULATION ON A DIGITAL COMPUTER
• TRAVEL TIME - AN EFFECTIVE MEASURE OF CONGESTION AND LEVEL OF SERVICE
• UTILIZATION OF ELECTRONIC INSTRUMENTS IN GEODETIC SURVEYS FOR HIGHWAYS
• WARPING STRESSES AND DEFLECTIONS IN CONCRETE PAVEMENTS