.. You collected soil samples from site investigation of a dam project. The particle size distribution data and Atterberg limits tests data on the passing No. 40 portion of the samples are listed as...


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.. You collected soil samples from site investigation of a dam project. The particle<br>size distribution data and Atterberg limits tests data on the passing No. 40 portion<br>of the samples are listed as follows. Based on the test data, please determine<br>AASHTO group classification and group index, as well as the USCS group symbol<br>for soil samples, I, J, and L.<br>Liquid<br>Limit<br>Plastic<br>Soil Sample<br>Identification<br>Limit<br>H<br>60<br>26<br>nonplastic<br>34<br>46<br>37<br>18<br>SAND<br>GRAVEL<br>FINES<br>Fine<br>Medium<br>Coarse<br>Fine<br>Coarse<br># 200<br>#4<br>3'<br>100%<br>80%<br>60%<br>H.<br>40%<br>20%<br>0%<br>0.010<br>1.000<br>10.000<br>100.000<br>0.001<br>0.100<br>Particle size (mm)<br>Percentage finer by weight<br>

Extracted text: .. You collected soil samples from site investigation of a dam project. The particle size distribution data and Atterberg limits tests data on the passing No. 40 portion of the samples are listed as follows. Based on the test data, please determine AASHTO group classification and group index, as well as the USCS group symbol for soil samples, I, J, and L. Liquid Limit Plastic Soil Sample Identification Limit H 60 26 nonplastic 34 46 37 18 SAND GRAVEL FINES Fine Medium Coarse Fine Coarse # 200 #4 3' 100% 80% 60% H. 40% 20% 0% 0.010 1.000 10.000 100.000 0.001 0.100 Particle size (mm) Percentage finer by weight

Jun 11, 2022
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