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VE TOR <br /> ENGINEERING, INC. <br /> ® DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 18 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste June 8, 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 /> Import Scat. clouds, breeze(N ), high 50's-high 80'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 /> 1. Construction <br /> 1. Contractor continued placing Subgrade fill on the east floor area of FU-06. <br /> 2. The 12G blade works on the base of the 5:1 slope. <br /> lI. Testing <br /> ® 1. Performed 2 FDT's in compacted subgrade being placed in the east floor of FU-06; tests SG-59 and <br /> SG-60; both tests indicate passing results. <br /> 2. Completed Atterberg Limits on sample SG-1; material classified as CL (lean clay). <br /> 3. Collected Subgrade Proctor sample SGP-7. <br /> 4. Results on Subgrade Proctor sample SGP-5: 114.9 pcf max. dry density @ 15.5 % O.M.C. <br /> 5. Pounded Proctor on Subgrade sample SGP-6. <br /> III. Conversations <br /> • Attended construction meeting. <br /> Prepared By7Mw&t/ <br /> Reviewed By: <br /> 1 of 1 4/23/03,Rev.0 <br />