ARCHIVED REPORTS_2006_15 - Laserfiche WebLink

Home Browse Search

11'rECTOR ENGINEERING, INC. 0 DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill Closure 021605.06 29 Location of Work: Client Or Manager Date: Day of The Week: Manteca, Ca Ruben Ramirez Se tember 27, 2005 1 Tuesday General Contractor: Liner Contractor: Project Engineer: Guinn Construction BAS General Foreman: Liner Superintendent: Others: Larry Simms Source and Description of Fill Material Weather: CQA Technician: On site native brown silty Clay Warm to hot, clear and bre e Ken Davila Equipment on site: 1-Shee2sfoot roller, 2 -water trucks, 2-D6 dozers, 8-627 scrapers, 1-140 blade, 1 -John Deere with discs (down late AlV>7 NOTES (Describe work completed during the day, any problems and their solutions): I arrived on site today for observations and documentation at the job location listed above. Guinn Construction continued using the scrapers to haul clay from the northern cut area throughout the day. One dozer, one of the water trucks and the sheepsfoot roller also worked on the north slope fill area. The other water truck moisture conditioned the haul roads and the cut area behind the tractor with discs. The disc ® tractor broke down in the late morning and was placed out of service until repairs can be made. GSE was Informed that their services would be required as soon as they could make it to the site. After an early morning phone call to GSE, they stated that, as of today, either this Saturday or Monday would be the earliest they could be on site. Fifteen (18) nuclear moisture density tests were performed at random locations and elevations on the north slope fill area. All tests passed the specified values in density and moisture content and the on site foreman was verbally informed of the test results. The pipe crew arrived on site and began the relocation of the gas pipeline at the toe of slope. Reviewed By: 19C 4/23/03, Rev. 0 1 of 1 C-2