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Final Construction Quality Assurance Report — WMU FU -13 <br />Forward Landfill <br />conformance with the project Specifications, and that the seam area was clean, free of is <br />moisture, debris or any foreign material that could cause leaks or irregularities during the <br />seaming process. <br />Weather Conditions for Seaming: GLA's CQA Monitor observed and documented that the <br />weather conditions for seaming were within the project specifications and manufacturer's <br />recommended guidelines. High temperatures over the specified installation temperature were <br />encountered during installation on July 4, 2013. Per Specification Section 02778.3.3.E.12, <br />Comanco increased the number of pre -welds and provided a letter stating that the integrity of <br />the seams was not affected by the higher temperature. This pre -weld temperature letter is <br />included in Appendix I. <br />Trial Seams: Prior to seaming activities at the beginning of each day, and at a minimum of once <br />during the middle of the shift, a trial seam (start-up trial weld) was prepared for each of the <br />wedge and extrusion welders used for that shift. The seaming technicians prepared a test <br />specimen and marked the sample with the machine number, machine temperature, date, time, <br />and operator name. <br />The shear and peel tests were performed in the field in accordance with ASTM D-6392. If the • <br />start-up weld sample failed to meet the project specifications, the welding technician and <br />supervisor were notified and advised to take corrective action or put that machine out of <br />service. The CQA monitor documented the trial welds, which included the date, time, <br />temperature, machine number, technician, and results of the shear and peel testing. The <br />geomembrane start-up trial weld Trial Weld Logs are presented in Appendix I. <br />Non -Destructive Seam Testing: After seaming of the panels was completed, the Contractor's <br />QC technician and GLA's CQA Monitor inspected the seams and panels for defects. The QC <br />technician marked defective seams or tears, holes, non -dispersed resin beads or other defects <br />for repair. The air pressure test method was used for double wedge -welded seams and the <br />vacuum box for extruded seams for seam continuity testing. GLA's CQA Monitor observed the <br />non-destructive seam continuity testing and repairs performed by Comanco to ensure that the <br />seams were satisfactory. The air pressure test logs for the wedge -welded seams are presented <br />in the seaming log in Appendix I. <br />Destructive Seam Testing: General - In addition to non-destructive testing, destructive samples <br />were obtained at random locations to evaluate seam strength and integrity. The samples were <br />tested for shear strength and peel strength (ASTM D6392). , <br />24 Geo—Logic <br />ASSOCIATES <br />