Laserfiche WebLink
Vcri <br /> NGINEERING,INC. <br /> 0 DAILY <br /> CONSTRUCT/0N FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 021605.03 22 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, Ca Forward,Inc. Sept 29, 2003 Monda <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Sukut Construction GSE <br /> General Foreman: Liner Superintendent: Other: <br /> Jim Hasal <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> On site native, light brown silty CLAY Warm, clear and Ken Davila <br /> wind <br /> Equipment on site: <br /> 1-D6 dozer, I-water truck, I-D8 dozer 1-633 sora er <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> Arrived on site for testing and observations at the location listed above. Sukut Construction continued cutting <br /> slopes inside the FU-03 refuse cell along the west and south slopes. Material was hauled to the stockpile and <br /> to the access road by scraper. The Sukut foreman stated that fill along the access road would be placed after <br /> the clearing and grubbing was completed and would probably be first thing in the morning. One(1)sample <br /> f the 3/8 inch granular drainage material was delivered to the job site by Gene Conti of Conti Materials <br /> ervice to be tested for gradation and permeability. One portion of the sample tested on site yielded results <br /> which passed the required specifications. The on site foreman was verbally informed of the test results. The <br /> other portion of the rock sample will be delivered to the Vector laboratory for constant head permeability and <br /> sieve analysis testing. Other laboratory testing on the stockpiled clay used also passed in gradation and <br /> Atterberg limits. <br /> Ask <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev. 0 1 of I <br /> r-,7 <br />