Laserfiche WebLink
LYCTOR <br /> ENGINEERING, INC. <br /> ® DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 5 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste May 19, 2006 Friday <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 Scat. clouds, breezy(NW), 80's p.m. 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. Continue work above bench preparing subgrade after stripping with moisture conditioning and initial <br /> compaction. <br /> 2. Start placement of 4' Subgrade fill on 5:1 slope area. Scrapers deliver material from the "wedge" <br /> stockpile in the SW area of FU-06. <br /> 101. Testing <br /> 1. Collected Subgrade soil Proctor sample SGP-1 from material being placed on the 5:1 slope area; <br /> prepared sample for Proctor, Sieve Analysis and Atterberg Limits testing. <br /> 2. Determined unit weight of#30 mesh sand to be use for Sand Cone testing. Unit wt. = 90.1 pcf. <br /> III. Conversations <br /> • None listed. <br /> Prepared By. Reviewed By: A* <br /> 1 of 1 4/23/03,Rev.0 <br />