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AU%17.Uq.z000 14:0y <br />DAILY CONSIRUCTION NELD REPORT <br />$1310 Y.UUy <br />1W I r, V <br />ENGINTOR <br />INC. <br />Pnyjoct Nwoo <br />Pl'oject NA. <br />Repot Sequence• <br />Forward WMU FI -J-06 <br />0 .1605.07 _ <br />�5 <br />Location of Work: <br />(Mand Or Mwingor <br />Lata: <br />Day of The Weak: <br />Stockton <br />Allied Waste <br />July 28, 2006 <br />Friday . <br />Ocneral Contractor: <br />l inor Contractor: <br />Project Gngincor <br />Kaviewed By: <br />Uwinn.C'.onstruction <br />n/a <br />Monte Christie <br />Qcncral Forc+nan: <br />Lincr SUperintcndcnt: <br />Mar: <br />Larry Sininis <br />n/a <br />Snurcc and hcscription of Fill M,atcrial: <br />Weather <br />CUA Technician: <br />Native soils <br />Clear, It. hseaxc (NW), high <br />SU's to lush 90's <br />Mike Strobel <br />kquipmcnt on cite: <br />4x627 scra'ers, 2xl)0 doers, 815 coriapactor, 2 water trucks,, excavator, rock truck, loader, backhoe, forklill <br />NOTES (Describe work completed during the day, any.problenes And their aolutions): <br />L Construction <br />1. Crwinn Construction continued placement of the Clay Liner in the lower area of WM11 1'11-06, starting <br />the third lilts this a.m. <br />2. Contractor stockpiles Granular Drainage material in the northern portion of F•U-06. <br />3. Received tnick load #18 with 10 rolls ofBcntoJix. <br />1. Testing <br />1. Performed 24 FDT's in compacted Clay I.Aner,.tests Cl. -21, through C1. 42, including 2 retests; tests <br />CL -18A and CL -19A. All tests met or exceeded specification requirements. <br />2. Performed Sand Colic test SC:C'.L-26 at FDT location Ci, _26 lM moisture and density correlation. <br />Til. Conversations <br />• None listed. <br />_ ..... . <br />Wp <br />ared Ry: Reviewed Lay. <br />of I 4/23/113, Rev. 0 <br />