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17ECTOR <br /> ENGINEERING, INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 9 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste May 25, 2006 Thursday <br /> General Contractor: Liner Contractor: Project Engineer: Reviewed By: <br /> Gwinn Construction n/a Monte Christie <br /> General Foreman: Liner Superintendent: Other: <br /> Larry Simms n/a <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> In-place native soils Clear, breezy, high 50's to mid 70's Michael Strobel <br /> Equipment on site: <br /> 2x637 scrapers, D6 dozer, 815 compactor, water truck, 12G blade <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I. Construction <br /> 1. Continued placement and compaction of Subgrade Fill on the 5:1 slope area; started at about 51' MSL <br /> this a.m. <br /> 2. Continued detail work on the edge of liner on FU-06. <br /> 3. Continued work on the south berm in the upper area of FU-06. <br /> II. Testing <br /> 1. Collected and prepared subgrade soil sample SGP-2 for Proctor, Sieve and Atterberg tests. <br /> 2. Performed 7 FDT's in compacted Subgrade soils placed on the 5:1 slope, tests SG-13 through SG-18, <br /> including retest at location SG-13A. After retesting, all tests indicate passing results. <br /> 3. Pounded Proctor Check Point at location SG-13 with test CKPTSG-13. <br /> III. Conversations <br /> • None listed. <br /> Prepared BWMq Reviewed By: <br /> 1 of 1 4/23/03,Rev. 0 <br />