Laboratory Determination of Resilient Modulus for Flexible Pavement Design (2004) / Chapter Skim
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33 ANNEX A-2 VIBRATORY COMPACTION 1. SCOPE 1.1 This method covers vibratory compaction procedures for use in resilient modulus testing of materials Type 1 and Type 2.
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34 3.13 Place the required amount of wet soil (WL) into the mold.
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35 on the sample and seated firmly by vibrating with the compactor for about 10 seconds. If necessary, because of degradation of the first membrane, a second membrane can be applied to the sample at the conclusion of the compaction process.
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