Trr No. 1462 Soils, Geology, And Foundations, pp. 10-16
. During project construction more than two-thirds of the individual water-content test,., fell within the cixntracturally specified range, yet s(1 percent ol thc work ww rejected because there was no provision in the construction specifications to allow for the outliers. Construction techniquea used for clay pulverization, Moisture conditioning, and compaction on a full production basis in the construction of a 53-acre kaolin clay liner having a specified in situ permeability are described.