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1W Irv-1 <br /> VENGINEERING,INC. <br /> ® DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 16 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste June 6, 2006 Tuesday <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 /> Import Clear a.m.-bcmg. ovrest .m.,lt. breeze (NW), low 90's Mike Strobel <br /> Equipment on site: <br /> 3x637 scrapers, D6 dozer, 815 compactor, water truck, excavator, rock truck, loader, backhoe <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I. Construction <br /> 1. The D6 dozer and 12G blade continued-finished minor trimming atop the fill placed on the 5:1 slope. <br /> 2. Continued loading out black top-soils from east of the compost pad to the French Camp Closure. <br /> 3. Contractor continued placing Subgrade fill on the east floor area of FU-06. <br /> 4. The "V" ditches for the LCRS piping have been cut into subgrade in the north area of FU-06. <br /> 10I. Testing <br /> 1. Performed 5 FDT's in compacted subgrade being placed in the east floor of FU-06; tests SG-48 <br /> through SG-52, including performing a Proctor check point with test CKPTSG-50. All tests passing. <br /> 2. Performed Liquid Limit on subgrade sample SG-1. <br /> 3. Completed Sieve Analysis on subgrade sample SG-3 with 58.9%minus 200 materials. <br /> 4. Collected Subgrade Proctor sample SGP-5. <br /> III. Conversations <br /> • With Larry Simms, Gwinn Construction, re: Discussed decreasing the moisture content in the <br /> subgrade fill material being placed in the east floor of FU-06. <br /> Prepared B Reviewed By: <br /> 1 of 1 4/23/03,Rev.0 <br />