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Each access door shall have three hinges.Access door hinges shall be ASTM A 276 TypeIi <br /> 2 316 stainless steel, 4-1/2-inches square, with stainless steel ball bearing and non- <br /> 3 removable pins. <br /> 4 <br /> I 5 Each access door shall have two pull plates. The pull plates shall be ASTM A 240 Type <br /> 6 316 stainless steel, with a grip handle of one-inch diameter and 8 to 10-inches in length. <br /> 7 <br /> I 8 The door assembly shall be fabricated and assembled as a complete unit including all <br /> 9 hardware specified prior to shipment. <br /> 10 <br /> I 11 9-06.18 Metal Bridge Railing <br /> 12 The second sentence of the first paragraph is revised to read: <br /> 13 <br /> 14 Steel used for metal railings, when galvanized after fabrication in accordance with <br /> I <br /> 15 AASHTO M111, shall have a controlled silicon content of either 0.00 to 0.06 percent or <br /> 16 0.15 to 0.25 percent. <br /> 17 <br /> I 18 9-07.AP9 <br /> 19 Section 9-07, Reinforcing Steel <br /> 20 January 7, 2019 <br /> I21 9-07.5(1) Epoxy-Coated Dowel Bars (for Cement Concrete Rehabilitation) <br /> 22 This section (including title) is revised to read: <br /> I 23 <br /> 24 9-07.5(1) Dowel Bars for Cement Concrete Pavement Rehabilitation <br /> 25 Dowel bars for Cement Concrete Pavement Rehabilitation shall be 11/2 inch outside <br /> 26 diameter plain round steel bars or tubular bars 18 inches in length and meet the <br /> I <br /> 27 requirements of one of the following dowel bar types: <br /> 28 <br /> 29 1. Epoxy-coated dowel bars shall be round plain steel bars of the dimensions <br /> I <br /> 30 <br /> 31 shown in the Standard Plans. They shall conform to AASHTO M31, Grade 60 or <br /> ASTM A615, Grade 60 and shall be coated in accordance with ASTM A1078 <br /> 32 Type 2 coating, except that the bars may be cut to length after being coated. Cut <br /> I <br /> 33 <br /> 34 ends shall be coated in accordance with ASTM A1078 with a patching material <br /> that is compatible with the coating, inert in concrete and recommended by the <br /> 35 coating manufacturer. The thickness of the epoxy coating shall be 10 mils plus <br /> 36 or minus 2 mils. The Contractor shall furnish a written certification that properly <br /> 37 identifies the coating material, the number of each batch of coating material <br /> 38 used, quantity represented, date of manufacture, name and address of <br /> 39 manufacturer, and a statement that the supplied coating material meets the <br /> I <br /> 40 <br /> 41 requirements of ASTM A1078 Type 2 coating. Patching material, compatible with <br /> the coating material and inert in concrete and recommended by the manufacturer <br /> 42 shall be supplied with each shipment for field repairs by the Contractor. <br /> I <br /> 43 <br /> 44 2. ASTM A513 steel tubes made from Grade 60 Carbon Steel Tube with a 1.625 <br /> 45 inch outside diameter and a 0.120 inch wall thickness. Both the inside and <br /> 46 outside of the tube shall be zinc coated with G40 galvanizing in accordance with <br /> I <br /> 47 ASTM A653. Following zinc coating the tubes shall be coated in accordance <br /> 48 with Section 9-07.5(1) item 1. The ends of the tube shall be capped to prevent <br /> 49 intrusion of concrete or other materials. <br /> I 50 <br /> tCITY OF EVERETT AMENDMENTS <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> I <br /> STATE FUND#HLP PB17(014); COE#PW3688 Page AM-121 <br />