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consistency shall be as required to achieve complete penetration in hairline cracks and <br /> larger. Material shall Buildder has lka Corporation <br /> Sikadur 52, <br /> Concresi e LPL, Adhesive Technology CorpoCorporation Master SLV 300 <br /> series, or equal. <br /> E. Polymer Concrete (For Resurfacing or Patching) — <br /> Polymer concrete (for resurfacing or patching) shall consist of a liquid binder and dry <br /> aggregate mixed together to make a mortar or grout of a consistency as required for the <br /> application. The liquid binder shall be a chemical and oil resistant, stress relieved, low <br /> modulus, moisture insensitive, two-component epoxy-resin compound. The consistency <br /> shall be similar to lightweight oil for proper mixing with aggregate. Material shall conform to <br /> ASTM C881 Type 3 Grade 1, such as Sika Corporation Sikadur Lo-Mod series, Adhesive <br /> Engineering Concresive 1470, Adhesive Technology Corporation 400 series, or equal. <br /> The aggregate shall be oven dry in sealed packages until time of mixing, and shall be of — <br /> size and consistency compatible with recommendations of manufacturer of liquid binder for <br /> intended application. _.. <br /> F. Adhesive Capsules For Dowel Anchorage <br /> Adhesive resin capsules shall consist of sealed glass capsules containing premeasured _ <br /> amounts of a polyester or vinylester resin, quartz sand aggregate and a hardener contained <br /> in a separate vial within the capsule. Adhesive capsules shall be Hilti HVA Capsules, Molly <br /> Parabond Capsules, or equal. -- <br /> 2.03 PRESSURE GROUTING EQUIPMENT <br /> Pressure grouting equipment shall include a mixer and holdover agitator tanks and shall be — <br /> designed to place grout at pressures up to 50 psi. Gages shall be provided to indicate pressure <br /> used. The mixer shall be provided with a meter capable of indicating to one-tenth of a cubic foot the <br /> volume of grout used. <br /> PART 3— EXECUTION _ <br /> 3.01 GENERAL <br /> Primer, if required for polymer concrete, shall be provided per manufacturer's recommendation. <br /> 3.02 DRYPACK GROUT <br /> Drypack grout shall be used for built-up surfaces, setting miscellaneous metal items and minor - <br /> repairs. <br /> Surfaces required to be built up with drypack grout shall be roughened by brushing, cleaned, and <br /> coated with bonding compound before the application of the grout. The drypack grout shall be <br /> applied immediately following the application of the bonding compound in bands or strips to form a <br /> covering of the required thickness. The covering <br /> beforll be smooth.e application is Construction joints in the grout <br /> shall be sloped and shall be cleaned and wetted <br /> Drypack grout shall be cured in accordance with Section 03300. <br /> Division III-93 NEI Phase II water and Sewer <br /> July 2007 CIP Nos.7468,7589, 7590 <br />