Laserfiche WebLink
VECTOR <br />ENGINEERINC�INC. <br />0 DAILY CONSTRUCTION/ REPORT <br />Project Name: <br />Project No. <br />Report Sequence <br />Forward WMU FU -06 <br />02.1605.07 <br />9 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton <br />Allied Waste <br />Ma 25, 2006 <br />Thursday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Reviewed By: <br />Gwinn Construction <br />n/a <br />Monte Christie <br />General Foreman: <br />Liner Superintendent: <br />Other: <br />Larry Simms <br />n/a <br />Source and Description of Fill Material: <br />Weather:TC—QA <br />Technician: <br />In-place native soils <br />Clear, breezy, high 50's to mid 70's <br />I Michael Strobel <br />Equipment on site: <br />2x637 scrapers, D6 dozer, 815 compactor, water truck, 12G blade <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />I. Construction <br />1. Continued placement and compaction of Subgrade Fill on the 5:1 slope area; started at about 51' MSL <br />this a.m. <br />2. Continued detail work on the edge of liner on FU -06. <br />3. Continued work on the south berm in the upper area of FU -06. <br />Testing <br />1. Collected and prepared subgrade soil sample SGP -2 for Proctor, Sieve and Atterberg tests. <br />2. Performed 7 FDT's in compacted Subgrade soils placed on the 5:1 slope, tests SG -13 through SG -18, <br />including retest at location SG -13A. After retesting, all tests indicate passing results. <br />3. Pounded Proctor Check Point at location SG -13 with test CKPTSG-13. <br />III. Conversations <br />• None listed. <br />LN <br />Reviewed By: 4 L <br />1 of 1 4/23/03, Rev. 0 <br />