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TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 19 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste June 9, 2006 Friday <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, It. breeze (NW), high 50's-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. Contractor continued placing Subgrade fill on the east floor area of FU-06; at rough finish grade this <br /> a.m. <br /> 2. Contractor places and compacts subgrade soils along the east side floor of FU-06: Material comes from <br /> within the floor area here. <br /> 2. The 12G blade continues minor work on the LCRS ditches in the north area of FU-06. <br /> II. Testing <br /> I. Performed 3 FDT's in compacted subgrade being placed in the east floor of FU-06; tests SG-61, 62 <br /> and 63; all indicated passing results. <br /> 2. Completed Atterberg Limits on sample SG-l; material classified as CL (lean clay). <br /> 3. Results on Subgrade Proctor sample SGP-6: 114.9 pcf max. dry density @ 15.6 % O.M.C. <br /> III. Conversations <br /> • None listed. <br /> Prepared By: Reviewed By: <br /> 1 of 1 4/23/03,Rev. 0 <br />