Laserfiche WebLink
APPENDIX A <br /> FIELD EXPLORATION AND LABORATORY TESTING <br /> MTorres America Building <br /> Everett,Washington <br /> On January 29, 2016, we investigated subsurface conditions at the site by excavating 5 test pits to maximum <br /> depths of about 14 to 15 feet below existing surface grades using a track-mounted excavator. The test pit <br /> locations are shown on Figure 2. The test pit locations were approximately determined in the field by pacing and <br /> sighting relative to existing surface features. The Test Pit Logs are presented on Figures A-2 through A-6. <br /> An engineering geologist from our office documented the subsurface conditions observed in each of the test pits <br /> as it was excavated and obtained representative soil samples. All soil samples were visually classified in the field <br /> in accordance with the Unified Soil Classification System. A copy of this classification is presented as Figure A- <br /> 1. <br /> Representative soil samples obtained from the test pits were placed in sealed plastic bags and taken to our <br /> laboratory for further examination and testing. The moisture content of each sample was measured and is <br /> reported on the Test Pit Logs. Grain size analyses were performed on three soil samples. The results of the grain <br /> size analysis are shown on Figure A-7. <br /> Project No. T-7364 <br />