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290     Cha pte r  Se v e n

          The wet-out equipment is generally fixed in place and can be main-
          tained on as needed basis. Tubes can be wet-out using a static mixing
          system that regulates and combines the correct amounts of resin and
          catalyst for a proper wet-out of the tube. Once the tube is wetted-out,
          it can be placed, on ice, into a refrigerated unit and delivered to the
          job site. The majority of CIPP tube wet-out is performed in a factory
          setting. Specially designed truck trailers make it possible to haul large
          diameter and long length tubes.



     7.4  CIPP Installation Methods
          As mentioned earlier, there are two basic methods of CIPP installa-
          tion: the pulled-in-place process and the inversion process. Different
          manufacturers provide specific variations of these techniques. This
          section provides more details for each method.

          7.4.1 Pulled-in-Place Process
          Using a power winch, the impregnated tube is typically pulled
          through an existing manhole or other approved access point, fully
          extending the tube to the next designated manhole or termination
          point. Water and/or air are used to inflate the liner after it is pulled in
          the existing pipe. Care needs to be exercised not to overstress and
          damage the tube during pull-in as a result of increased friction, espe-
          cially where curve alignments, offsets, protruding services, and other
          friction-producing existing pipe conditions are present. The pulling
          force induced on the tube, as it is being pulled into the existing pipe,
          should be monitored and should not exceed the recommended maxi-
          mum allowable pulling force for the size and thickness of tube being
          installed.

          7.4.2 Inversion Process
          In the inversion method, the resin saturated tube is inserted through
          an existing manhole or other approved access point and then installed
          into the existing pipe by means of a pressurized (water or air) head,
          with a volume sufficient to fully extend the tube to the next desig-
          nated manhole or termination point. The speed of inversion typically
          should not exceed 30 ft per minute for small diameter tubes. Larger
          diameter tubes are installed significantly slower as recommended by
          the manufacturer. Figure 7.5 illustrates inversion technique of CIPP
          installation.
             In order to monitor the curing temperature, a thermocouple or
          temperature measuring device is installed at access points between
          the existing pipe and the CIPP liner at the pipe invert or 6 o’clock
          position. These devices can be placed at each end and at all inter-
          mediate manhole access points along the length of the installation.
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