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Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...

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Gött<strong>in</strong>gen Stadtentwässerung: Gött<strong>in</strong>gen has taken samples <strong>of</strong> CIPP l<strong>in</strong><strong>in</strong>g after 5 and 10 years <strong>in</strong><br />

service, and some after 12 years. Pieces roughly the size <strong>of</strong> a sheet <strong>of</strong> letter paper were removed <strong>in</strong><br />

sewers 250 to 600 mm (10 to 24 <strong>in</strong>.) <strong>in</strong> diameter. A total <strong>of</strong> 50 samples were tested by the Institute for<br />

Underground Infrastructure (Institut für Unterirdische Infrastruktur gGmbH [IKT]) for: elastic modulus;<br />

bend<strong>in</strong>g stiffness; thickness; and watertightness. No results were made available but, on the basis <strong>of</strong> the<br />

results, Gött<strong>in</strong>gen considers CIPP to have an effective service life <strong>of</strong> 50 years.<br />

Public Utilities Board S<strong>in</strong>gapore: They have carried out <strong>in</strong>spections <strong>of</strong> historic rehabilitation projects,<br />

typically after about 10 years <strong>in</strong> service. The f<strong>in</strong>d<strong>in</strong>gs are shown <strong>in</strong> Table 8-12.<br />

Table 8-12. F<strong>in</strong>d<strong>in</strong>gs from <strong>Retrospective</strong> Samples <strong>of</strong> CIPP <strong>in</strong> S<strong>in</strong>gapore<br />

Location and Date Date<br />

Installed<br />

Inspected Diameter Thickness Length Data Collected<br />

Upper Paya Lebar Rd 10/30/2008 225 mm NA 15.4 m Good condition (no<br />

(1998)<br />

defect)<br />

Kim Seng Rd (2000) 08/26/2009 225 mm NA 34.3 m Good condition (no<br />

defect)<br />

Bishan Street 13 ( 1998) 05/29/2009 300 mm NA 43.5 m Good condition (no<br />

defect)<br />

Ubi Ave 1 btw blk<br />

338/339 (1999)<br />

02/09/2009 150 mm NA 64 m Bulg<strong>in</strong>g l<strong>in</strong>er<br />

Geylang Rd (1999)<br />

NA = not available<br />

05/30/2009 300 mm NA 37.8 m Longitud<strong>in</strong>al wr<strong>in</strong>kle<br />

Queensland Urban Utilities - Brisbane: An <strong>in</strong>stallation from 1985 compris<strong>in</strong>g 1.9 km <strong>of</strong> 12 mm thick<br />

750 mm and 825 mm diameter l<strong>in</strong><strong>in</strong>g was <strong>in</strong>spected <strong>in</strong> 2002, i.e., after 17 years <strong>of</strong> service. The <strong>in</strong>spection<br />

was by CCTV only and no defects were noted. S<strong>in</strong>ce then several further <strong>in</strong>spections by CCTV and man<br />

entry have been undertaken <strong>of</strong> this same l<strong>in</strong>e, and coupons taken. No defects were noted <strong>in</strong> the<br />

<strong>in</strong>spection. Coupons have been retrieved from certa<strong>in</strong> pipes when pieces have been dislodged by high<br />

pressure jett<strong>in</strong>g done for clean<strong>in</strong>g purposes, but have not been tested to establish their properties. This<br />

has raised concerns over jett<strong>in</strong>g for clean<strong>in</strong>g <strong>in</strong> CIPP-l<strong>in</strong>ed pipes.<br />

8.6.2 Based on CCTV Inspections. Sydney undertook CCTV <strong>in</strong>spection <strong>of</strong> approximately 100 m<br />

<strong>of</strong> 990 × 660 mm ovoid CIPP l<strong>in</strong><strong>in</strong>g after 15 years <strong>of</strong> service. No significant defects were noted.<br />

Leverkusen has undertaken CCTV <strong>in</strong>spections after 10 and 15 years <strong>in</strong> pipes from 250 to 1,200 mm<br />

diameter and has not identified any specific problems that raise concern over the general performance <strong>of</strong><br />

CIPP l<strong>in</strong>ers. They also <strong>in</strong>spect l<strong>in</strong>ers as part <strong>of</strong> rout<strong>in</strong>e ma<strong>in</strong>tenance <strong>of</strong> their network. They plan to start<br />

tak<strong>in</strong>g coupons and test<strong>in</strong>g them <strong>in</strong> the future now that they have a larger program <strong>of</strong> CIPP works.<br />

In general, the f<strong>in</strong>d<strong>in</strong>gs from these <strong>in</strong>vestigations after a period <strong>in</strong> service <strong>in</strong>dicate that there is no serious<br />

deterioration <strong>in</strong> performance <strong>of</strong> the CIPP l<strong>in</strong><strong>in</strong>gs. None <strong>of</strong> the f<strong>in</strong>d<strong>in</strong>gs has raised concerns over the<br />

service life, and those defects found are <strong>of</strong>ten considered to be <strong>in</strong>stallation issues rather than <strong>in</strong>herent<br />

weaknesses <strong>of</strong> the products themselves. The only exception to this is QUU’s concern over resistance to<br />

jett<strong>in</strong>g. This was also raised <strong>in</strong> Germany, where jett<strong>in</strong>g is considered to be the reason for the general<br />

failure <strong>of</strong> short l<strong>in</strong>ers.<br />

8.6.3 Based on General Experience. Two <strong>of</strong> the utilities <strong>in</strong>terviewed, Gött<strong>in</strong>gen and PUB<br />

S<strong>in</strong>gapore, have a policy <strong>of</strong> try<strong>in</strong>g to achieve a watertight sewerage system. Gött<strong>in</strong>gen is more concerned<br />

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