CIPP Sectional vs Full-Length Liner Selection
Why this matters
CIPP comes in two flavors that solve different problems and have different failure modes. A full-length liner rehabilitates an entire run from cleanout to main; it is the right tool when the whole pipe has reached end of life. A sectional (point-repair) liner patches a discrete defect (offset, root intrusion, fracture) at a specific location; it is the right tool when 80 percent of the pipe is sound and the budget would not justify a full reline. Picking the wrong product, full liner where a sectional was enough, or sectional where the rest of the pipe is one season from failing, is the most common money mistake on a CIPP job. Both products are good technology; matching them to the actual defect is the contractor's value-add.
What each product is
Sectional (point-repair) liner. A short felt or fiberglass sleeve 2 to 5 ft long, impregnated with epoxy or silicate resin, positioned over a bladder, inflated against the host pipe at the defect location, and held until cure. Once cured, the bladder is removed and only the cured sleeve remains. The sleeve overlaps the defect by 12 to 18 in on each side. Brand examples: Pipe Lining Supply T-Liner, Hammerhead Bluelight Pointliner, Perma-Liner Sectional Point Repair.
Full-length liner. A continuous felt or fiberglass tube the full length of the run (cleanout to main, or manhole to manhole on the city side). Inverted with air or water, or pulled into place with a winch and inflated. Resin cure is by ambient cure (slow, 4 to 8 hr), hot water, steam (faster, 1 to 3 hr), or UV light (fastest, 30 min for short runs, dedicated UV train). Brand examples: Insituform, Perma-Liner Continuous, Inland Pipe Rehab Continuous.
Both produce a structurally-independent new pipe inside the host. Sectional is shorter and cheaper per unit length but has higher per-defect setup time; full liner is more expensive total but addresses the entire run in one operation.
Diagnostic prerequisites
Both decisions start at the camera. Run a clean inspection (jet-cleaned, all roots cleared, all standing water vacuumed) and document:
- Total run length
- Number of defects and their station footages
- Defect types: offset (severity in mm), cracks (longitudinal vs circumferential), holes, root intrusion sites, belly elevations, joint separations
- Pipe material (clay, cast iron, Orangeburg, PVC, ABS, transite)
- Pipe diameter and any size changes along the run
- Lateral connections (need to be reopened after lining)
- Bends and angles (CIPP cannot navigate sharper than 45 deg without specialized expandable liner products)
A 200 ft run with three offsets at 40 ft, 90 ft, and 140 ft can go either way; a 200 ft run with longitudinal cracking visible the entire length is a full-liner job.
When sectional is the right call
- Single discrete defect: offset joint, cracked clay tile section, root intrusion ball at one joint, small hole
- Pipe otherwise structurally sound and not Orangeburg or transite (those materials are end-of-life regardless of visible defects)
- Run length too short to justify full liner setup (less than 30 ft total, sometimes makes sectional more cost-effective than a custom-cut full liner)
- Lateral configuration that complicates full reline (multiple ties in close proximity)
- Customer budget cannot absorb full reline cost and the rest of the pipe is genuinely sound
Limit: most installers cap at 3 to 4 sectional repairs per run. Beyond that, full liner is cheaper and faster.
When full liner is the right call
- Multiple defects scattered along the run
- Cracked Orangeburg, transite, or end-of-life clay (the host material is gone, sectionals cannot bridge between failing zones)
- Longitudinal cracking visible over significant length
- Belly elevation that has caused chronic stoppages (full liner does not fix the belly itself but does prevent root intrusion in the cracked low section)
- Run section the customer wants warranted as "no service required for X years"
Full liner from a quality installer typically warrants 50 years; sectional warranties are commonly 10 to 25 years and only cover the patch itself, not the surrounding pipe.
Cure type tradeoffs
| Cure | Time | Cost level | Best fit |
|---|---|---|---|
| Ambient (epoxy) | 4 to 8 hr | Low | Short runs, sectional repairs, residential service laterals |
| Hot water | 1 to 4 hr | Mid | Medium runs, residential and small commercial |
| Steam | 1 to 3 hr | Mid-high | Larger diameter, municipal mainline |
| UV (LED or quartz) | 20 to 90 min | High capital, low per-job | Long municipal runs, glass-fiber liners, high-throughput crews |
For a small contractor with a few residential laterals per month, ambient-cure epoxy with a sectional point repair tool is the practical starting kit. UV requires a dedicated truck and is volume-justified only.
Reopening laterals
Full liner closes over every lateral connection. After cure, a robotic cutter (Picote Maxi-Miller, Cuttek 1500, RootRat with cutter head) opens each lateral. This is a separate billable operation and a separate skill; do not quote a full liner without including lateral reopening in the scope. Sectionals do not normally cross laterals, so no reopen needed; if a sectional must span a lateral, that is a contraindication, choose a different repair.
Common failure modes
Sectional failures:
- Overlap insufficient: defect re-exposes within months. Always confirm 12 to 18 in overlap each side.
- Cure during cold weather without proper bladder temperature management: incomplete cure, soft spots.
- Wrong defect type for product: trying to bridge a 4 in gap with a 2 in overlap sectional.
Full liner failures:
- Inadequate cleaning before install: liner adheres to root mass and debris, not host pipe.
- Cure too short or wrong temperature: dimples, soft spots, delamination within 2 to 5 years.
- Liner shipped too thin for the diameter and host condition: structural failure under bedding load.
- Bypass of upstream flow not adequately maintained during cure: liner deformed by inflow.
References
- ASTM F1216: Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
- ASTM F1743: Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of CIPP
- ASTM F2599: Standard Practice for the Sectional Repair of Damaged Pipe by Means of an Inverted Cured-In-Place Liner
- NASSCO Pipeline Assessment Certification Program (PACP) Manual
- IPC 2021, Section 717: Repair of Underground Drainage Pipes
- Perma-Liner Industries Sectional Point Repair Installation Manual