Laboratory Determination of Resilient Modulus for Flexible Pavement Design (2004) / Chapter Skim
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46 ANNEX A-6 OBTAINING A UNIFORM DENSITY IN TYPE 3 SOILS 1. SCOPE 1.1 This method provides procedures for measuring and minimizing or eliminating density gradients in a specimen of Type 3 soil for use in resilient modulus testing.
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From page 47... ...
47 Note 1 – The requirements in Annex A-4 that the number of tamps per lift be constant is waived. However, it is recommended that the number of tamps per lift be constant for each lift in the first trial specimen in order to establish that a density gradient does exist.
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From page 48... ...
48 Figure A-6-2
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