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I <br /> I 1 <br /> 2 2. ASTM A513 steel tubes made from Grade 60 Carbon Steel Tube with a 1.625 inch <br /> I 3 outside diameter and a 0.120 inch wall thickness. Both the inside and outside of <br /> 4 the tube shall be zinc coated with G40 galvanizing in accordance with ASTM <br /> 5 A653. Following zinc coating the tubes shall be coated in accordance with <br /> I 6 Section 9-07.5(1) item 1. The ends of the tube shall be capped to prevent <br /> 7 intrusion of concrete or other materials. <br /> 8 <br /> 9 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and <br /> I10 Cement Concrete Pavement Rehabilitation) <br /> 11 The first paragraph (up until the colon) is revised to read: <br /> 12 <br /> I 13 Corrosion resistant dowel bars shall be 11/2 inch outside diameter plain round steel bars or <br /> 14 tubular bars 18 inches in length and meet the requirements of one of the following: <br /> 15 <br /> I 16 Item number 4 and 5 of the first paragraph are revised to read: <br /> 17 <br /> 18 4. Corrosion-resistant, low-carbon, chromium plain steel bars for concrete reinforcement <br /> I 19 meeting all the requirements of ASTM A 1035 Alloy Type CS Grade 100 or Alloy Type <br /> 20 CS Grade 120. <br /> 21 <br /> 22 5. Zinc Clad dowel bars shall be 1% inch solid bars or 1.625 inch outside diameter by <br /> I <br /> 23 0.120 inch wall tubular bars meeting the chemical and physical properties of AASHTO <br /> 24 M 31, Grade 60, or AASHTO M 255, Grade 60. The bars shall have a minimum of <br /> 25 0.035 inches A710 Zinc alloy clad to the plain steel inner bar or tube. A710 Zinc shall <br /> I 26 be composed of: zinc: 99.5 percent, by weight, minimum; copper: 0.1-0.25 percent, by <br /> 27 weight; and iron: 0.0020 percent, by weight, maximum. Each end of tubular bars shall <br /> 28 be plugged using a snug-fitting insert to prohibit any intrusion of concrete or other <br /> 29 materials. <br /> 111 30 <br /> 31 The numbered list in the first paragraph is supplemented with the following: <br /> 32 <br /> I 33 6. Multicoated fusion bonded epoxy bars shall consist of an ASTM A615 bar with <br /> 34 alternating layers of ASTM A934 coating and an abrasion resistant overcoat (ARO). <br /> 35 The ASTM A934 coating shall form the base and there shall be two layers of each <br /> I 36 coating material. The minimum thickness of the combined layers of the ASTM A934 <br /> 37 coating and ARO coating shall be 20 mils. The ARO shall meet the following <br /> 38 requirements: <br /> I 39 <br /> Test Method Specification <br /> Gouge Resistance NACE TM0215, 30 kg wt., LS-1 bit @ 25°C <0.22 mm <br /> Gouge Resistance NACE TM0215, 50 kg wt., LS-1 bit @ 25°C <0.44 mm <br /> I 40 <br /> 41 7. ASTM A513 steel tubes made from Grade 60 Carbon Steel Tube with a 1.625 inch <br /> 42 outside diameter and a 0.120 inch wall thickness. Both the inside and outside of the <br /> 43 tube shall be zinc coated with G90 galvanizing in accordance with ASTM A653. <br /> 44 Following zinc coating the tubes shall be coated in accordance with Section 9-07.5(1) <br /> 45 item 1. The ends of the tube shall be capped to prevent intrusion of concrete or other <br /> 1 46 materials. <br /> 47 <br /> I City of EverettPage AM 123 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br /> I <br />