Skip to main content

Laboratory Determination of Resilient Modulus for Flexible Pavement Design (2004) / Chapter Skim
Currently Skimming:


Pages 40-43

The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.


From page 40...
... 40 ANNEX A-4 KNEADING COMPACTION 1. SCOPE 1.1 This method covers kneading compaction of Type 3 soils for use in resilient modulus testing, 1.2 Specimens shall be compacted in five lifts (layers)
Read the entire page →
From page 41...
... 41 Fig.
Read the entire page →
From page 42...
... 42 Notes: 1. L = Specimen Ht.
Read the entire page →
From page 43...
... 43 6.5 If the average density differs from the target density by more than the tolerance allowed in Section 7.3.2 or 7.3.3, then the compaction pressure shall be adjusted to increase or decrease the average density toward the target density. Repeat Sections 4.4 or 4.5.
Read the entire page →

Key Terms



This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More information on Chapter Skim is available.