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PVC geomembrane is a plasticized, non-reinforced sheet specified against ASTM D7176, prized for flexibility without a reinforcing scrim and for shop prefabrication into large panels. It is a buried-service material: covered canal, reservoir, and pond linings are its home ground, with soil or water cover protecting the sheet from long-term UV exposure.
| Property | Test method | 30 mil | 40 mil |
|---|---|---|---|
| Thickness | ASTM D5199 | 30 mil nominal, plus or minus 5 percent | 40 mil nominal, plus or minus 5 percent |
| Specific gravity | ASTM D792 | 1.2 minimum | 1.2 minimum |
| Tensile break strength | ASTM D882 | 73 lb/in width | 97 lb/in width |
| Elongation at break | ASTM D882 | 380 percent | 430 percent |
| Tear resistance | ASTM D1004 | 8 lb | 10 lb |
| Low temperature impact | ASTM D1790 | Pass at the temperature the specification names | Pass at the temperature the specification names |
| Seam shear and peel | ASTM D7408 | Per the seam specification for the sheet thickness | Per the seam specification for the sheet thickness |
| Nominal thickness | Typical duty |
|---|---|
| 20 mil | Light-duty and temporary containment under soil cover, vapor and moisture barriers |
| 30 mil | Canal linings, decorative and irrigation ponds, buried water containment |
| 40 mil | Covered potable and raw water reservoirs, wastewater lagoons under cover, tunnel and structure waterproofing |
| 60 mil | Heavier buried duty where the specification demands added thickness margin |
ASTM D7176 is the standard specification for non-reinforced PVC geomembranes used in buried applications, the successor reference to the PVC Geomembrane Institute's PGI-1104 specification that many older project documents still cite. It publishes minimum physical properties by thickness, including tensile break strength and elongation per ASTM D882, tear resistance per ASTM D1004, specific gravity per ASTM D792, and low temperature performance per ASTM D1790, with a tighter thickness tolerance than polyethylene standards at plus or minus 5 percent of nominal.
PVC gets its character from plasticizers: the formulation is roughly a third plasticizer by weight, which is what makes a non-reinforced sheet this flexible. That same chemistry defines its limits. Plasticizer loss under long-term UV exposure and heat is the aging mechanism that matters, which is why D7176 addresses buried service and why PVC specifications nearly always pair the sheet with soil, concrete, or permanent water cover.
PVC's home applications are the ones where the liner disappears under cover on day one: canal linings under concrete or soil, potable and raw water reservoirs with floating covers or soil cover, irrigation and recreational ponds, wastewater lagoons with cover systems, and waterproofing behind structures and in tunnels. Under cover, PVC's service record runs for decades, and its flexibility lets it conform to subgrade irregularities, corners, and structures with less fitting effort than stiffer sheets.
The honest boundary is exposed service. An uncovered PVC liner loses plasticizer to sun and heat, stiffens, and eventually cracks, so exposed ponds and long-term exposed slopes belong to HDPE, reinforced polypropylene, or EIA materials instead. If a project wants PVC's installability on an exposed containment, the design answer is usually a cover layer, not a different expectation of the material.
Like reinforced polypropylene, PVC folds. A fabrication shop can weld factory rolls into panels of tens of thousands of square feet under controlled conditions, test those seams on the bench, and accordion-fold the panel for shipping. On site, the crew unfolds the panel into place and closes a fraction of the field seams a roll-deployed material would need. On a canal or reservoir with long uniform geometry, prefabrication compresses the schedule and moves most of the seam QA indoors.
That makes PVC a strong fit for projects with short construction windows, live facilities where every field day costs the owner, and geometries with detailed corners and penetrations that reward a flexible sheet. Our fabrication shop builds prefabricated panels for exactly this kind of work.
PVC seams are made thermally, by hot wedge or hot air welding, or chemically, with solvent and adhesive systems on details and repairs. Thermal dual-track wedge seams are the production method for long runs because the channel between tracks can be air tested along its full length per ASTM D7177, the PVC-specific air channel evaluation practice. Seam strength requirements come from ASTM D7408, the specification for non-reinforced PVC geomembrane seams, with shear and peel testing on destructive samples at the frequency the project specification sets.
Field crews run trial seams at the start of each shift and when conditions change, exactly as with polyethylene. PVC is more forgiving of cool weather than HDPE in handling terms, but welding parameters shift with temperature and the trial-seam discipline is what catches that before production seaming does.
A complete PVC geomembrane submittal pairs the manufacturer's data sheet stating conformance to ASTM D7176 for the specified thickness with roll or lot quality control certificates reporting thickness per ASTM D5199, specific gravity per ASTM D792, tensile break strength and elongation per ASTM D882, tear resistance per ASTM D1004, and low temperature impact per ASTM D1790.
Because PVC work is so often prefabricated, the submittal should also document the fabrication shop's panel layout, factory seam testing records, and the field seaming and testing plan covering thermal and chemical seam methods, air channel testing per ASTM D7177, and destructive testing against ASTM D7408. If the project inherited an older specification citing PGI-1104, ask the engineer to confirm D7176 conformance satisfies it; in most cases it does, but the confirmation belongs in writing.
Lined concrete reservoirs, steel tanks, clearwells, and earthen raw-water reservoirs.
Send us your project specification and we will match materials, assemble submittal data, and scope the installation.