2501 W CASINO RD 2018-01-02 MF Import

r � r APPENDIX B � L�S?BATORY TFSTtar E-488g rSeneral VVe rnnducted laboratory tests on several representative soil samples to verify or modify the � field soil classificarion of the units encountered and to evaivate the material's general physical propenies and engineering characteristics. A brief descripcion of each of the tests performed for this study is provided below. The results of laboratory tests performed on � specific samples are provided at the appropriate sample depth on the individual test pit log ��r on a separate data sheet contained in this Appendix, However, it is imponant to note that these test results may not accurately represent ihe overall in-situ soil conditions. � our recommendations are based on our interpretation of these test results and their use in guiding our engineering judgement. Barth Consultants, Inc. ECI �' of the interpretation of these data by others. � ) �annot be responsible for rIn accordance with our 5tandard Fee Schedule and General Conditions, the. soil samples for this project will be discarded after a period of thirry (30) days following completion of this � repon unless we are othenvise directed in writing. Soil la ci� o►t � As mentioned earlier, all soil samples are visually examined in the �eld by our representative at the time they are obtained. They are subse uentl � o�ce, where they are independently reexamined by one ot our engineers and the original 9 y packaged and returned to our Bellewe description is veri�ed or modified, as necessa dassi�cation tests, the samples are described in general accordance with the Uniflied ry• With the help of information obtained from Classification System, ASTM Test Method D•2487.83. � provided at the appropriate sample loc�ation on the individual test pit log and are qualitative The resulting descriptions are °�Y• The attached Soil Clazsification/L.egend, Plate Al, provides pictorial symbols that match the written descriptions. � �C�StI!!� � Moisture content tests were performed on several samplCs obtained from the test pits. '17�e purpose of these tests is to approximately ascertain the in-place moisture content. The moisture content is determined in general accordance with ASTM Test Method D-22]6-80. � The information obtained assists us by providing qualitative information regarding soil atrength and compressibiliry. The results of these tests are presented at the a ro r�ate sample depth on the test pit ]ogs. � PP p ' pert(cle Si�n s � • � Detailed grain size analyses were conducted on several of the shallow soil samples to determine the size distribution of the sampled soil. This allox�s us to make some judgments analyss allows us�to provi e1 a dehailedrdescription nd class�cat(n oftthe in pla e mra er al�s A s. � Earth Consultants, Inc.