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I <br /> 1 <br /> I 2 2. All material designations. <br /> 3 <br /> 4 3. Manufacturer's written installation procedure. <br /> I 5 <br /> 6 4. Corrosion protection system used on the metal components. <br /> 7 <br /> 8 5. Locations of welded shear studs, lifting mechanisms, temperature setting <br /> 1 9 devices, and construction adjustment devices. <br /> 10 <br /> 11 6. Method of sealing the system to prevent leakage of water through the joint. <br /> I 12 <br /> 13 The strip seal shall be removable and replaceable. <br /> 14 <br /> I 15 The metal components shall conform to ASTM A 36, ASTM A 992, or ASTM A 572, and <br /> 16 shall be protected against corrosion by one of the following methods: <br /> 17 <br /> I 18 1. Zinc metallized in accordance with Section 6-07.3(14). <br /> 19 <br /> 20 2. Hot-dip galvanized in accordance with AASHTO M 111. <br /> 21 <br /> I22 3. Paint in accordance with Section 6-07.3(9). The color of the top coat shall be <br /> 23 Federal Standard 595 Color No. 26420. The surfaces embedded in concrete <br /> 24 shall be painted only with a shop primer coat of paint conforming to Section 9- <br /> 25 08.1(2)C. <br /> 26 <br /> 27 The strip seal gland shall be continuous for the full length of the joint with no splices <br /> I 28 permitted, unless otherwise shown in the Plans. <br /> 29 <br /> 30 Other than items shown in the Plans, threaded studs used for construction adjustments <br /> I 31 are the only items that may be welded to the steel shapes provided they are removed <br /> 32 by grinding after use, and the area repaired by application of an approved corrosion <br /> 33 protection system. <br /> I 34 <br /> 35 If the opening between the steel shapes is anticipated to be less than 1-1/2 inches at <br /> 36 the time of seal installation, the seal may be installed prior to encasement of the steel <br /> 37 shapes in concrete. <br /> I 38 <br /> 39 After the joint system is installed, the joint shall be flooded with water and inspected, <br /> 40 from below the joint, for leakage. If leakage is observed, the joint system shall be <br /> il <br /> II 41 repaired by the Contractor, as recommended by the manufacturer. <br /> 42 <br /> 43 6-02.3(13)B Compression Seal Expansion Joint System <br /> I 44 Compression seal glands shall be selected from the current Qualified Products List and <br /> 45 sized as shown in the Plans. <br /> 46 <br /> I 47 The compression seal expansion joint system shall be installed in accordance with the <br /> 48 manufacturer's written recommendations. The Contractor shall submit a Type 1 Working <br /> 49 Drawing consisting of the manufacturer's written installation procedure and repair <br /> 150 51 procedures if leakage testing fails. <br /> I <br /> I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />