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600 RIVERSIDE RD Geotech Report 2022-10-25
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600 RIVERSIDE RD Geotech Report 2022-10-25
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10/25/2022 1:59:32 PM
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1/25/2022 11:50:13 AM
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RIVERSIDE RD
Street Number
600
Address Document Type
Geotech Report
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APPENDIX B <br />LABORATORY SOIL TESTING <br />Soil samples obtained from our exploratory test pits and borings were taken to our laboratory for <br />further examination and testing. Laboratory tests were performed on representative soil samples to <br />characterize certain engineering and index properties of the soils at the project site. The laboratory <br />testing program, which was performed in general accordance with the ASTM International (ASTM) <br />standard test procedures noted below, was limited to visual inspection to confirm our field soil <br />descriptions, and determination of natural moisture content, certain Atterberg limits, and grain size <br />distribution. A brief description of the testing performed is presented below. <br />Natural Moisture Content <br />1 The natural moisture contents of selected soil samples obtained from the exploratory test pits and <br />borings were determined in general accordance with ASTM D 2216 test procedures. The results from <br />the moisture content determinations are indicated adjacent to the corresponding samples on the <br />summary logs presented in Appendix A. <br />1 <br />1 <br />I <br />Atterberg Limit Analysis <br />The Atterberg limits test was performed on selected soil samples obtained from the exploratory test <br />pits and borings in general accordance with ASTM D 4318 test procedures. The purpose of the test <br />was to determine the liquid limit, plastic limit, and plasticity index of fine-grained material. Atterberg <br />limits results are summarized on Figure B-1. <br />Grain Size Analysis <br />Sieve and combined sieve and hydrometer analyses were conducted on selected soil samples <br />obtained from the exploratory test pits and borings in general accordance with ASTM D422 test <br />procedures. Samples selected for grain size analysis are designated with a "GS" in the column labeled <br />"Test Data" on the summary test pit and boring logs. The test results are presented in the form of <br />grain size distribution curves on Figures B-2 and B-3. <br />Agricultural Soil Analyses <br />Under subcontract to Landau Associates, SoilTest Farm Consultants of Moses Lake, Washington <br />performed a series of agricultural soil analyses on 5 near surface soil samples that were collected by <br />LAI personnel along the proposed trail alignment at the approximate locations illustrated on the Site <br />and Exploration Plan (Figure 2 of this report). The results of this testing are presented in the SoilTest <br />Farm Consultants reports that are attached to the end of this appendix. Each report includes SoilTest <br />Farm Consultants' recommendations related to what soil amendments are needed to support growth <br />of the plants proposed along the trail alignment (at -grade riparian plants native to western <br />Washington). <br />B-1 <br />1 <br />
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