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TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT 0 <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 21 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste June 12, 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 Cloud -ovrest, breezy(SW),high 50's to high 70'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. Continued placement of Subgrade fill along the east side of the floor area, FU-06. <br /> 2. Continued detail work atop FU-06; prepare to deploy geotextile. <br /> 3. Contractor has started butt-fusion welding the 3" diameter perforated HDPE LCRS pipes. <br /> II. Testing <br /> 1. Performed 3 FDT's in compacted Subgrade; tests SG-64, -65 and -66. All tests passed. <br /> 2. Received first shipments of 8 oz. geotextile: Truck load #1, 30 rolls; truck #2, 30 rolls; truck 43 with <br /> 27 rolls and truck#4, 27 rolls. The material arrived on flat beds and was off-loaded using a fork lift. <br /> 3. Results on Subgrade Proctor sample SGP-7: 115.6 pcf max. dry density @ 15.2 % O.M.C. <br /> 4. Completed Sieve Analysis' on Subgrade Proctor samples SGP-5, 6 and 7. <br /> III. Conversations <br /> • None listed. <br /> Prepared By: Reviewed By: <br /> 1 of 1 4/23/03, Rev.0 <br />