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1 <br /> I1 6-02.3(10)D4 Vacant <br /> 2 <br /> I3 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing <br /> 4 In the third subparagraph'of the first paragraph, the last sentence is revised to read: <br /> 5 <br /> ' 6 The Contractor shall texture the bridge deck surface to within 3-inches minimum and 24- <br /> 7 inches maximum of the edge of concrete at expansion joints, within 1-foot minimum and 2- <br /> 8 feet maximum of the curb line, and within 3-inches minimum and 9-inches maximum of the <br /> 9 perimeter of bridge drain assemblies. <br /> 1 10 <br /> 11 6-02.3(10)F Bridge Approach Slab Orientation and Anchors <br /> 12 The second to last paragraph is revised to read: <br /> I13 <br /> 14 The compression seal shall be a 21/2 inch wide gland and shall conform to Section 9- <br /> 15 04.1(4). <br /> I16 <br /> 17 The last paragraph is deleted. <br /> 18 <br /> 19 6-02.3(13)A Strip Seal Expansion Joint System <br /> 20 In item number 3 of the third paragraph, "Federal Standard 595" is revised to read "SAE AMS <br /> 21 Standard 595". <br /> in 22 <br /> 23 6-02.3(13)B Compression Seal Expansion Joint System <br /> 24 The first paragraph is revised to read: <br /> I25 <br /> 26 Compression seal glands shall conform to Section 9-04.1(4) and be sized as shown in the <br /> 27 Plans. <br /> 28 <br /> I29 6-02.3(14)C Pigmented Sealer for Concrete Surfaces <br /> 30 This section is supplemented with the following new paragraph: <br /> 31 <br /> 32 Pigmented Sealer Materials shall be a product listed in the current WSDOT Qualified <br /> 33 Products List (QPL). If the pigmented sealer material is not listed in the current WSDOT <br /> 34 QPL, a sample shall be submitted to the State Materials Laboratory in Tumwater for <br /> I35 evaluation and acceptance in accordance with Section 9-08.3. <br /> 36 <br /> 37 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings <br /> 111 38 The second, third and fourth paragraphs are revised to read: <br /> 39 <br /> 40 Grout shall be a workable mix with a viscosity that is suitable for the intended application. <br /> I41 Grout shall not be placed outside of the manufacturer recommended range of thickness. <br /> 42 The Contractor shall receive concurrence from the Engineer before using the grout. <br /> 43 <br /> I44 Field grout cubes and cylinders shall be fabricated and tested in accordance with Section <br /> 45 9-20.3 when requested by the Engineer, but not less than once per bridge pier or once per <br /> 46 day. <br /> 47 <br /> I48 Before placing grout, the substrate on which it is to be placed shall be prepared as <br /> 49 recommended by the manufacturer to ensure proper bonding. The grout shall be cured as <br /> City of Everett Page AM-35 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />