Lining Observations
Fissure or Crack
Possible cause of damage
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Sewer rehabilitation measure not carried out professionally
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Errors during the manufacturing process and installation of the lining tube, e.g. lining tube too small in diameter
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Wrong choice of material
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Too much elongation during installation
Assessment
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Static assumptions no longer apply
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Weakening of the CIPP liner
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Effects on the high pressure cleaning resistance
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Leak tightness of the CIPP liner not given