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1 annuallywith the retroreflective sign manufacturer to ensure their digital printer is still <br /> 9 <br /> 2 meeting manufacturer's specifications for traffic control signs. Documentation of each <br /> 3 re-certification shall be submitted to the QPL Engineer annually. <br /> 4 <br /> 5 9-28.11 Hardware <br /> 6 The last paragraph is revised to read: <br /> 7 <br /> 8 All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and <br /> I 9 related connecting hardware shall be galvanized in accordance with ASTM F 2329. <br /> 10 <br /> 11 9-28.14(2) Steel Structures and Posts <br /> 12 The first sentence of the third paragraph is revised to read: <br /> 13 <br /> 14 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to <br /> 15 Section 9-06.5(4), including Supplemental Requirement S4 tested at -20°F. <br /> 16 <br /> 17 In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read "ASTM <br /> 1 18 F 2329". <br /> 19 <br /> 20 The first sentence of the fifth paragraph is revised to read: <br /> 21 <br /> 22 Except as otherwise noted, steel used for sign structures and posts shall have a <br /> 23 controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. <br /> 24 <br /> 25 The last sentence of the last paragraph is revised to read: <br /> 26 <br /> 27 If such modifications are contemplated, the Contractor shall submit a Type 2 Working <br /> 28 Drawing of the proposed modifications. <br /> 29 <br /> 3n 9-29.AP9 <br /> 31 Section 9-29, Illumination, Signal, Electrical <br /> 32 April 2, 2018 <br /> 33 9-29.1 Conduit, Innerduct, and Outerduct <br /> 34 This section is supplemented with the following new subsection: <br /> 35 <br /> 36 9-29.1(10) Pull Tape <br /> 37 Pull tape shall be pre-lubricated polyester pulling tape. The pull tape shall have a <br /> 38 minimum width of/2-inch and a minimum tensile strength of 500 pounds. Pull tape may <br /> 39 have measurement marks. <br /> 40 <br /> 41 9-29.2(1) Junction Boxes <br /> 42 The first paragraph is revised to read: <br /> 43 <br /> 44 For the purposes of this Specification concrete is defined as portland cement or blended <br /> 45 hydraulic cement concrete and non-concrete is all others. <br /> I 46 <br /> 47 9-29.2(1)A2 Non-Concrete Junction Boxes <br /> 48 The first paragraph is revised to read: <br /> 1 49 <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 54 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> WSDOT AMENDMENTS Rev 4/2/18 <br />