Evaluate candidacy
Pipe material, diameter, length, bends, branches, deformation, grade, access, and defects are documented.
Cured-in-place pipe lining installs a resin-saturated liner inside a prepared host pipe and cures it to form a new pipe within the old route. Successful lining depends on thorough cleaning, suitable pipe geometry, controlled installation, reconnection planning, and verification after cure.
Pipe material, diameter, length, bends, branches, deformation, grade, access, and defects are documented.
Roots, scale, debris, protrusions, and obstructions are removed and the host pipe is prepared.
The liner is measured, impregnated, positioned, expanded, and cured using the selected system.
Connections are reinstated as planned and a final camera inspection documents the installed liner.
It will not correct a belly or improve slope unless excavation changes the pipe position.
Laterals and fittings must be identified and reinstated without leaving obstructions.
Poor cleaning or unremoved defects can affect fit and performance.
Equipment, resin, temperature, cure method, ventilation, and service downtime must be coordinated.
It is a new structural or rehabilitative pipe formed within the existing host, depending on system design and project requirements.
No. Collapse, severe deformation, bad grade, missing sections, access limitations, or unsuitable geometry can require another method.
The outage depends on preparation, liner length, cure system, reinstatement, inspections, and site conditions.
It reduces diameter slightly, but a smooth interior can improve hydraulic performance compared with a rough deteriorated pipe; each project must be evaluated.