Laserfiche WebLink
} <br /> SMITH-EMERY COMPANY (SERVICES DIVISION <br /> ' = The Full Service Independent Testing Laboratory, Established 904 <br /> Hunters Point.Shipyard,Bldg. 114 791 East Washington Blvd. <br /> OD P.0.Box 880550 LasAngeles,California 90021-3043 <br /> San Francisco, California 94188 (213)749-3411 <br /> { .(415)330-3000 Fax(415)330-3030 Fax(213)746 7228 <br /> !' Vile No. 2 58 <br /> May 15, 2001 SECo e D <br /> SECo Report No. 01-284a <br /> One Walnut Creek Center <br /> 100 Pringle Avenue, Sulte 300 <br /> F� Walnut Creek, California 94596 <br /> Attn: Mr. Michael Gray <br /> Re: CDM Project No. 2500-29248 <br /> i Brookside Pump Station, Stockton, California <br /> SUBJECT: REPORT OF TESTS <br /> TEST STANDARDS: ASTM D2216 (Moisture Content), ASTM D2937 (Dry Unit Weight), <br /> ASTM D4318 (Atterberg Limits), ASTM D422 (Particle Size Analysis), Corrosivity Analysis <br /> SOURCE: Soil boring samples from the Brookside Pump Station site submitted by your <br /> representative on Friday April 20, 2001 <br /> _. REPORT OF TESTS <br /> r - <br /> } In compliance with the request of your authorized representative, we have conducted the subject tests, <br /> as per your requirements for the above referenced project. Test results for the moisture content, dry <br /> unit weight, and Atterberg Limits are presented on the attached table. The particle size, Atterberg <br /> Limits, and corrosivity test results/graphs are attached. <br /> ,, <br /> �ry <br /> Respectfully submitted, <br /> SMITH-EMERY COMPANY <br /> 4 <br /> eta <br /> E- PATRICK MORRISON <br /> Geotechnical Manager, SF <br /> Attachments: Test results/graphs <br /> Cc: 2-Addressee <br /> y <br /> c _ ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR.PUBLICATION OF OUR REPORT, CONCLUSIONS, OR <br /> t. EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND <br /> OURSELVES. <br />