Laserfiche WebLink
W 717 <br /> v-r, TOR <br /> ENGINEERING,INC. <br /> 0 DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 54 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste July 27, 2006 Thursday <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 /> Native soils Clear, It. breeze (NW), low 70's to 1OW100'S Mike Strobel <br /> Equipment on site: <br /> 4x627 scrapers, 2xD6 dozers, 815 compactor, 2 water trucks, excavator, rock truck, loader, backhoe, forklift <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I. Construction <br /> 1. Gwinn Construction continued placement of the Clay Liner in the lower area of WMU FU-06; have the <br /> second lift across the entire area this afternoon. <br /> II. Testing <br /> ® 1. Performed 15 FDT's in compacted Clay Liner; tests CL-6 through CL-20. Tests CL-19 and CL-20 <br /> failed compaction; all others within specified parameters and passing. <br /> 2. Collected Shelby Tubes in compacted Clay Liner, test samples STCL-10A and 1013 for laboratory <br /> permeability testing. <br /> III. Conversations <br /> • With Larry Simms, Gwinn Construction, re: Discussed failed test locations; contractor will re- <br /> compact Low Permeable soils in failed areas for retesting tomorrow a.m. <br /> Prepared By: Reviewed By: �G <br /> I of 1 4/23/03,Rev.0 <br />