1135 CRAFTSMAN WAY Geotech Report 2018-01-02 MF Import

�^- Hart Crowser �. J-?44fr01 APPENDLY B I.�',BORATORY TES'TING PROGRAb1 A ]aboratory testing program was perfarmed for this study to evaluate the basic index and geotechnical engneering properties of the site soils. Both disturbed and relatively undisturbed samples were tested The tes's performed and che procedures followed are outlined below. Soil Classifcation Field Observarion und I.aboratnrS' An�lysis. Soil s:ir:ples from the exp'�rations were visually classified in che field and then tal:en to our laboratory where the classifications were verified in a relatively controlled laboratory environment Field and laboratory ubservations include density/consistency, moisiure condition, and, grain size and plasticity estimates. The classifications of selected samples were checked by laboratory.tesu such as Atterb:rg limiu determinations and grain size analyses. , C7assincadons were made in general accordance with the UniSed Srn7 Classification (USC� System, ASTM D 2457, as presented on Figure B-1. 1�'ater Contenl Determinations As soon as possible following their arriwal in our ]aboratory, water contents were determined for most samples recovered ln the explorations in general accordance with AST111 D 2216. Water contents were not determined for very small samples r,or samp]es where large gravel contents would result in values considered unrepresentaWe. The results of these tesu aze plotted at the resper.tive sample depth on the crploration log. In addition, water contents are routinely determined for samples subjected to other testing. These are also presented on the exploration logs. fltterberg Limits (AL) We d:termined Atterberg limiu for selected fine-graine,l so�l samgles. The Lquid 1 .ut and plastic limit were determined in general accordance with AS"T'D4 D 4313-3d. The restlts of the Atterberg limits analyses and � Page B-1