820 WAVERLY AVE 2018-01-02 MF Import

� �. � � C I APPEND[X B I �BOR�TORY TESTINC f �z�z ( eneral � We conduaed laboratory tesu on several representacive soil samples to verify or modify the � . field soil classification of the units encountered and to evaluate the material's general physical properties and engineering characteristicx. A brief description of each of the tesu puformed for this stndy is provided below. The resulu of laboratory tesu performed on i specific samples are provided either at the appropriate sample depth an the individual boring log and on a separate data sheet contained in this Appendiz. However, it is important to � note that these test results may not accvrately represent the overall in-situ soil rnnditions. i All of our recommendations are based on our interpretation of these test resu:ts and rheir use in guiding our engineering judgement. ECI cannot be responsible for the interpretation i of these data by others. j 1 ` In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of thirry (36) days following rnmpletion of this I repart unless we are otherwise directed in writing. � i Soil lacci�cetion ' As mer.tioned earlier, all soil samples are visually examined in the field by our representativc at the time they are obtained. They are subsequentiy packaged and retumed to our Bellewe 4 o�ce where they are independently reexamined by one of our engineers and the original description is verified or modified, as necessary. With the help of information obtained from classification tests, the sampies are dcscribed in general accordance with the Uni6ed I Classification System, ASTM Test Method D-2487-83. Tlu resulting descriptions are provided at the appropriate sample location on the individual test pit log and are qualitative only. The attached I.egend, Plate 3, provides pictorial symbols that match the written descriptions. Moisture Moisture content tests were performed on all samples obtained from the test pits. 'llu purpose of these tests is to approximately ascenain the in-place moisture content of the soil sample tested. The moisture content is determined in general accordance with ASTM Test T4ethod D-2216-80. The infotmation obtained assists us by providing qualitative information regarding soil strength and compressibitiry. The results of thess tests are presented at the appropriate sample depth on the test pit logs. Earth Consultants, Inc.