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17ECTOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION C O FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 8 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste May 24, 2006 Wednesday <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 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 exposing the east edge of the liner in FU-05, using the backhoe, loader and 2 laborers. <br /> 2. Continued construction of the temporary berms in the north area of FU-06; south berm today. <br /> 3. Continued placement for the 5:1 slope above the bench, starting at about the 42' MSL today. <br /> II. Testing <br /> 1. Completed Proctor Compaction on sample SGP-1. Results: 116.5 pcf @ 13.3 % O.M.C. <br /> 2. Performed 5 FDT's in compacted Subgrade soils placed on the 5:1 slope, tests SG-7 through SG-12, <br /> including Sand Cone test SCSG-9 and "grab" moisture samples at tests SG-11 and SG-12. All results <br /> indicate adequate specified compaction being achieved. <br /> 3. Washed sample SGP-1. <br /> III. Conversations <br /> • With Larry Simms, Gwinn Construction, re: Results on compaction tests,etc. <br /> Prepared B Reviewed By: �w <br /> 1 of 1 4/23/03,Rev.0 <br />