Laserfiche WebLink
V TV <br /> v r-, R <br /> ENGINEERING,INC. <br /> ® DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 68 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste August 15, 2006 Tuesday <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),mid 50's to mid 80'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. Contractor continued assembling the 18" HDPE Leachate pipe risers. <br /> 2. Work crew with loader does miscellaneous detail work within the sump and LCRS ditches. <br /> 3. Contractor provides equipment for resampling in compacted Clay Liner soils. <br /> Il. Testing <br /> ® 1. Performed 5 FDT's in areas reworked/resampled for Clay Liner permeability tests, locations <br /> resampled: CL-54, 64, 120, 163 and 168. <br /> 2. Collected Shelby Tube samples, sets STCL-54 C&D, 64 C&D, 120 C&D, 163 C&D and 168 C&D. <br /> III. Conversations <br /> • With Monte Christie, Vector Engineering, Inc., re: Collect Clay Liner and Operations soils for <br /> direct shear testing using samples of single and double sided HDPE and Bentofix (GCL). <br /> Prepared By: Reviewed By: ,U`L <br /> I of 1 4/23/03,Rev.0 <br />