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Ausenco <br />0 Vector <br />MIMI <br />ftject No. <br />Daily FiM Repwt &we= Number. <br />USVC0004800 <br />031 <br />I IMP M, "I r. <br />Client Or Manager <br />Re u lic Services, Inc. <br />ProjectEngineer. <br />Monte Christie <br />MIMI 741MIM, <br />I1 'w: <br />Don Litchfield, Re ublic Services, Inc. <br />Clear, ft. breeze, 50's -80's <br />WIttt <br />Equi on site. <br />3x637 scrapers, 143H blade, D6 dozer, 815 compactor, 320D excavator, I water truck, 420E backhoe, CS54 smooth drum, 4206D <br />tractor w/disc, TL943 forklift, 623 paddle wheel scraper I <br />NOTES (Describe work completed during the day, any problems and their solutions) <br />I. Construction Activities <br />1. Guinn Construction continued moisture conditioning all Clay Liner soils on the floor areas. <br />11. <br />QA <br />g< <br />Activities <br />1. CQA monitored the off loading of one roll of 7 t filter geotextile delivered this am. <br />2. CQA completed ASTM D1557A Proctor on Clay Liner sample CLS -5. Results: 122.4pcf maximum <br />dry density @ 12.7% OMC. <br />3. CQA completedAtterberg Limits on Clay Liner samples SCCL-55, SCCL-63 and CLS -5. <br />4. CQA performed the -200 wash on Clay Liner sample CLS -5. <br />111. Conversations <br />With Ruben Ramirez, Forward Site Supervisor, Re: Single -side textured 60 mil HDPE liner will kv <br />delivered tomorrow morning. <br />RM, =61 <br />08/11/10 <br />I of 2 <br />NN <br />MMUM <br />