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I <br /> 1 1 <br /> 2 The sign fabricator shall use an approved integrated engineered match component <br /> 3 system as listed on the Qualified Products List (QPL). Each approved digital printer shall <br /> 4 only use the compatible retroreflective sign sheeting manufacturer's engineered match <br /> 5 component system products. <br /> 6 <br /> 7 Each retroreflective sign sheeting manufacturer/integrated engineered match component <br /> 8 system listed on the QPL shall certify a department approved sign fabricator is approved <br /> 9 to operate their compatible digital printer. The sign fabricator shall re-certify annually with <br /> 10 the retroreflective sign manufacturer to ensure their digital printer is still meeting I <br /> 11 manufacturer's specifications for traffic control signs. Documentation of each re- <br /> 12 certification shall be submitted to the QPL Engineer annually. <br /> 13 <br /> 14 9-28.11 Hardware <br /> 15 The last paragraph is revised to read: <br /> 16 <br /> 17 All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and <br /> 18 related connecting hardware shall be galvanized in accordance with ASTM F 2329. <br /> 19 <br /> 20 9-28.14(2) Steel Structures and Posts <br /> 21 The first sentence of the third paragraph is revised to read: <br /> 22 <br /> 23 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to <br /> 24 Section 9-06.5(4), including Supplemental Requirement S4 tested at -20°F. <br /> 25 <br /> 26 In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read "ASTM F <br /> 27 2329". <br /> 28 <br /> 29 The first sentence of the fifth paragraph is revised to read: I <br /> 30 <br /> 31 Except as otherwise noted, steel used for sign structures and posts shall have a <br /> 32 controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. <br /> 33 <br /> 34 The last sentence of the last paragraph is revised to read: <br /> 35 <br /> 111 <br /> 36 If such modifications are contemplated, the Contractor shall submit a Type 2 Working <br /> 37 Drawing of the proposed modifications. <br /> 38 <br /> 39 9-29.AP9 <br /> 40 Section 9-29, Illumination, Signal, Electrical <br /> 41 August 6, 2018 <br /> 42 9-29.1 Conduit, Innerduct, and Outerduct <br /> 43 This section is supplemented with the following new subsection: <br /> 44 <br /> 45 9-29.1(10) Pull Tape <br /> 46 Pull tape shall be pre-lubricated polyester pulling tape. The pull tape shall have a <br /> 47 minimum width of/2-inch and a minimum tensile strength of 500 pounds. Pull tape may <br /> 48 have measurement marks. <br /> 49 <br /> i <br />