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excess length of new pipe, but not less than four inches (4"), shall be allowed to protrude into <br />manholes. Restraint of pipe ends shall be achieved by means of electrofusion couplings. The <br />electrofusion couplings shall be slipped over pipe ends against manhole wall and fused in place. <br />Installation of electrofusion couplings shall be done in accordance with the manufacturers <br />recommended procedures. <br />Following the relaxation period, the annular space at the manhole shall be sealed. Sealing shall <br />be made with material approved by the Engineer and shall extend a minimum of eight inches <br />(8") into the manhole wall in such a manner as to form a smooth, uniform, watertight joint. <br />Fused pipe joints shall be de -beaded to create a smooth flow line. There shall be no ridges or <br />burrs from the fusion method exposed on the interior of the pipe following installation. <br />Tracer wire shall be installed with the pipe in accordance with 2611 and 2621. <br />Equipment: The pipe bursting tool shall increase the external dimensions sufficiently, causing <br />breakage of the existing pipe at the same time expanding the surrounding ground. <br />Simultaneously, the new pipe, directly attached to the expander, shall also move forward. See <br />manufacturer's specifications for what size tool should be used in what diameter of pipe, as well <br />as parameters of what size tool for percentage of upsize allowed. <br />The bursting head shall incorporate a shield/expander to prevent collapse of the hole ahead of <br />the pipe insertion. <br />Bypass Pumping: The Contractor, when and where required for sanitary sewer replacement, <br />shall provide diversion for the pipe bursting/replacement process. The pumps and by-pass lines <br />shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping <br />required during installation of the pipe shall be incidental to the installation of the pipe, unless <br />otherwise provided in the Special Provisions. <br />Temporary Water: The Contractor when and where required for watermain replacement, shall <br />provide all labor, materials, and equipment associated with managing, constructing, and <br />maintaining a temporary potable water distribution system for all existing water users which <br />must be taken out of service for a period exceeding eight (8) hours, or as required at the <br />discretion of the Engineer. All costs to provide temporary water required during installation of <br />the pipe shall be incidental to the installation of the pipe, unless otherwise provided in the <br />Special Provisions. <br />2641.8 TESTING AND INSPECTION <br />Testing: Tests for compliance with this specification shall be made as described herein and in <br />accordance with the applicable ASTM Specification. A certificate with this specification shall be <br />furnished, upon request, by the manufacturer for all material furnished under this specification. <br />Inspection: Video inspection of pipelines shall be performed by experienced personnel trained <br />in locating breaks, obstacles, and service connections by closed circuit color television. Video <br />inspection shall include the following: <br />• Two (2) copies of the DVD's in mpeg4 format (post) to be submitted to the Owner before <br />final invoice. <br />Page 72 <br />