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B Mclnnes condensation of R J Jewells report An Evaluation of
J R Morgan Review of Tests and Procedures
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20 materials A.A.S.H.O. road test applied Atterberg limits Australian Road Research axial behaviour capillary soaking CBR test cent below optimum clay CN CN CN ri coarse aggregate cohesion compactive effort considered density and moisture design methods discussion Engineer environmental conditions evaluation field FLEXIBLE BASE MATERIAL flexible pavement indicated Jewell's liquid limit Main Roads Department material shall consist materials comply materials in roads maximum mixer modulus non-standard optimum moisture content parameters particles PAVEMENT BASECOURSE MATERIALS pavement construction pavement design pavement materials Percentage Passing Permitted Grading PLANT-MIXED WET-MIX CRUSHED plastic limit plasticity index R. J. JEWELL range requirements ri ri ri road pavement Road Research Board sample sieve analysis soil classification specifica specification test Stockpile strain strength test strength values stress stress-strain curve subgrade suitable Tasmania test procedure Texas Highway Department Texas triaxial test tion traffic triaxial test method Victoria wearing course Western Australia WET-MIX CRUSHED ROCK zone