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Vc"TOR <br /> NGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 6 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste May 22,2006 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 /> In-place native soils Overnight rains, scat. clouds, It. breeze 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. No activity due to weather. <br /> II. Testing <br /> 1. Completed Sieve Analysis on subgrade sample SGP-l: 50.7% -200 material. <br /> 2. Pounded 0% Proctor Point on sample SGP-1. <br /> III. Conversations <br /> ® Attended Construction Meeting. Received Plans and Specificatons for WMU FU-06 <br /> Construction Project. Finalize perforated pipes with 3 holes and 1/2" slots. Rock samples for <br /> foine and coarse materials have been approved. Surveyors of Record will be from Centerline. <br /> Vector Engineering, Inc. to coordinate with Gwinn Construction. Quantities to be roughly <br /> determined by load counts. Gravel thickness will be checked, using the probing method, by <br /> Vector CQA after spreading by the GPS controlled dozer. <br /> Prepared B Reviewed By: �lC <br /> 1 of 1 4/23/03,Rev.0 <br />