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JZ7 <br /> ENGINEERING, A <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 15 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste June 5, 2006 Monday <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), 60's to 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 /> I. Construction <br /> 1. The D6 dozer does 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 STARTS work on the floor in the SE area of FU-06 at about the 7' MSL elevation. Some <br /> "wet"material was removed form here and replaced with "drier material from the SW floor area. <br /> II. Testing <br /> 1. Performed 7 FDT's in compacted subgrade; tests SG-41, 42 and 43 in original ground in the SE floor <br /> area and tests SG-44 through SG-47 at the top of the 5:1 slope. Tests SG-44 through SG-47 indicate <br /> passing results; test results on SG-41, 42 and 43 pending Proctor compaction on new sample, SGP-4, <br /> collected adjacent these tests today. <br /> 2. Collected Subgrade Proctor sample SGP-4. <br /> 3. Results on Proctor sample SGP-3; 114.9 pcf @ 14.4% O.M.C. <br /> III. Conversations <br /> • None listed. <br /> Prepared By: Reviewed By: Alt <br /> 1 of 1 4/23/03,Rev. 0 <br />