Laserfiche WebLink
Ausenco <br />Vector <br />Project <br /># No. <br />Daily Field Rqwrt <br />Forward i� <br />W <br />iii 4:ii, <br />030 <br />BrIPPRIMr. IFYI.M. <br />Client or Manager <br />Date: <br />Day of The Week: <br />Re lic Services, Inc. <br />10,2010 <br />Ge <br />1 ;,"liGuinn- #Construction-- <br />i::- 1 Y i�lll <br />� 1 ng5 :' <br />� �� r..'. <br />.. <br />r. - <br />General <br />�Foreman: <br />911!' <br />t'. i. ;Y...i..�il <br />Other <br />Kevin Turner <br />Don Litchfield, Republ <br />It. breeze, 50's-90'sF <br />Nfichael Strobel1 <br />Fkpipment on site: <br />3x637 scrapers, 143H blade, D6 dozer, 815 compactor, 320D excavator, 1 water truck, 420E backhoe, CS54 smooth drum, 4206D <br />tractor w/disc, TL943 forklift, 623 ELMe wheel =ger <br />NOTES(Describe work completed during the day, any problems and their solutions) <br />I. Construction Activities <br />1. Guinn Construction used a RT400 Ditch Witch to excavate the anchor trench down the east side of <br />the 5:1 slope. <br />2. Guinn Construction continued moisture conditioning all Clay Liner soils on the floor areas. <br />3. Forward Landfill received 1 roll of 7 oz/yd filter geotextile, GE 170-15, roll # 169201.31. There are <br />now four (4) rolls of this material on site; all with MQC certificates. <br />4. RJA Surveyor's Buck and Jeff performed the survey of the compacted low permeable Clay Liner in <br />FU -10. <br />5. Guinn Construction used the smooth drum roller on the 5:1 slope. <br />6. Guinn Construction used the 143H blade to detail the east side of the tie-in on FU -08. <br />11. •j Activities <br />1. CQA monitored the off <br />e roll of 7 oz/yd filter geotextile delivered today. <br />2. • r -r loading Proctor on «' <br />3. CQA prepared Clay Liner samples SCCL-55, SCCL-63 and CLS -5 for ASTM D4318 Atterberg <br />Limits tests. A portion of o prepared for ASTM D422 Sieve Analysis. <br />4. CQA collected material from geocomposite roll # 382210039 and ftom 12 oz/yd cushion geotextile <br />roll # 16920.28 <br />5. CQA expedited low permeable Clay Liner soil sample CLS -5, including samples of geocomposite, <br />oz/yd geotextile, GCL and double -sided textured Agru 60 mil Microspike HDPE liner to the <br />AusencoVector laboratory in Grass Valley for interface friction and direct shear testing. I <br />08/10/10 <br />1 of 2 <br />C-2 <br />Reviewed By: A96 <br />