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  Geomembrane
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  Geomembrane
  Installation

      Definitions / Parties
      Personnel Qualifications
      Meetings
      Material Logistics
      Earthwork
      Liner Deployment
      Weather Conditions
      Seaming Equip. & Acces.
      Hot Wedge Welding
      Extrusion Fillet Welding
      Unusual Conditions
      Field Seam Test Procdrs.
      Backfilling Anchor Trench
      Geomembrane Acceptance
      Break Codes for Seams (dual)
      Break Codes for Seams (extr)
      Installation Flow Chart
      Workmanship Warranty
      Installation QA Forms
      • Daily Progress Rpt. (p1)
      • Daily Progress Rpt. (p2)
      • Subgrade Acceptance
      • Trial Seam Log
      • Panel Placement Log
      • Seaming Record
      • Seam Test Record
      • Repair Log
      • Destruct. Sample Log
      • Cert. of Acceptance

  Drainage Net &
  Geocomposite Manuf.
  QC & QA


 
12.  UNUSUAL CONDITIONS

Seaming should proceed when ambient air temperature is between 32 -104°F (0-40° C). At temperatures below freezing, special precautions must be taken. Shielding, preheating, increasing extrudate temperature, and/or decreasing the rate of seaming may be necessary. Thawed subgrade moisture in the seam area shall not be tolerated. Frozen irregularities in the subgrade could cause problems. Temperatures outside the given range generally necessitate more frequent testing of trial welds.

High winds, or gusts of wind, always pose problems for liners. After unrolling the liner, the panels must be securely ballasted with sandbags. The seaming process, however, will necessitate the removal of some of the sandbags, which will leave any windward edge vulnerable to wind uplift. Properly orient the overlap to prevent wind uplift. Additional labor may be needed for the sole purpose of removing the sandbags immediately ahead of the seaming operation as it moves along, and immediately replacing them as the welder passes. Any dirt and moisture left behind during the movement of sandbags must be cleaned away.


 
    
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