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1 All steelp arts shall be galvanized in accordance with AASHTO M111. Steel bolts and <br /> 2 related connecting hardware shall be galvanized in accordance with ASTM F 2329. <br /> 3 <br /> 4 9-28.14(2) Steel Structures and Posts <br /> 5 The first sentence of the third paragraph is revised to read: <br /> ' 6 <br /> 7 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to <br /> 8 Section 9-06.5(4), including Supplemental Requirement S4 tested at -20°F. <br /> I <br /> 9 <br /> 10 In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read "ASTM <br /> 11 F 2329". <br /> ' 12 <br /> 13 The first sentence of the fifth paragraph is revised to read: <br /> 14 <br /> 15 Except as otherwise noted, steel used for sign structures and posts shall have a <br /> 16 controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. <br /> 17 <br /> 18 The last sentence of the last paragraph is revised to read: <br /> ' 19 <br /> 20 If such modifications are contemplated, the Contractor shall submit a Type 2 Working <br /> 21 Drawing of the proposed modifications. <br /> ' 22 <br /> 23 9-29.AP9 <br /> 24 Section 9-29, Illumination, Signal, Electrical <br /> 1 25 January 2, 2018 <br /> 26 9-29.1 Conduit, Innerduct, and Outerduct <br /> ' 27 This section is supplemented with the following new subsection: <br /> 28 <br /> 29 9-29.1(10) Pull Tape <br /> ' 30 <br /> 31 Pull tape shall be pre lubricated polyester pulling tape. The pull tape shall have a <br /> minimum width of '/2-inch and a minimum tensile strength of 500 pounds. Pull tape may <br /> 32 have measurement marks. <br /> 33 <br /> 34 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes <br /> 35 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: <br /> ' 36 <br /> Slip Resistant Lid ASTM A36 steel <br /> Frame ASTM A36 steel <br /> ' Slip Resistant Frame ASTM A36 steel <br /> 37 <br /> 38 9-29.6 Light and Signal Standards <br /> 39 In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F <br /> ' 40 2329". <br /> 41 <br /> 42 Item number 2 of the last paragraph is revised to read: <br /> ' 43 <br /> 44 2. The steel light and signal standard fabricator's shop drawing submittal, including <br /> 45 supporting design calculations, submitted as a Type 2E Working Drawing in <br /> 46 accordance with Section 8-20.2(1) and the Special Provisions. <br /> 47 <br /> 48 9-29.6(1) Steel Light and Signal Standards <br /> 49 In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> HOT MIX ASPHALT OVERLAY-2018 PAGE 45 OF 53 March 6,2018 <br /> ' WORK ORDER#3667 <br /> AMENDMENTS TO STANDARD PROVISIONS <br />