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1 8-22.3(3)F Application Thickness <br /> 2 The second to last sentence of the last paragraph is revised to read: <br /> I3 <br /> 4 After grinding, clean the groove. <br /> 5 <br /> 6 Section 9-00, Definitions and Tests <br /> I7 January 7, 2019 <br /> 8 9-00.4 Sieves for Testing Purposes <br /> 9 This section is revised to read: <br /> I10 <br /> 11 Test sieves shall be made of either: (1) woven wire cloth conforming to ASTM El 1, or (2) <br /> 12 square-hole, perforated plates conforming to ASTM E323. <br /> 1 13 <br /> 14 9-00.7 Galvanized Hardware, AASHTO M 232 <br /> 15 The first sentence is revised to read: <br /> I16 <br /> 17 An acceptable alternate to hot-dip galvanizing in accordance with AASHTO M 232 will be <br /> 18zinc coatings mechanically deposited in accordance with ASTM B695, providing the <br /> 19 minimum thickness of zinc coating is not less than that specified in AASHTO M 232, and <br /> in 20 the process will not produce hydrogen embrittlement in the base metal. <br /> 21 <br /> i22 Section 9-02, Bituminous Materials <br /> 23 January 7, 2019 <br /> 24 9-02.1 Asphalt Material, General <br /> 25 The second paragraph is revised to read: <br /> II 26 <br /> 27 The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified asphalt <br /> 28 shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard <br /> 29 Practice for Asphalt Suppliers That Certify Performance Graded and Emulsified Asphalts". <br /> 30 The Asphalt Supplier's QCP shall be submitted and receive the acceptance of the WSDOT <br /> 31 State Materials Laboratory. Once accepted, any change to the QCP will require a new QCP <br /> I32 to be submitted for acceptance. The Asphalt Supplier of PG asphalt binder and emulsified <br /> 33 asphalt shall certify through the Bill of Lading that the PG asphalt binder or emulsified <br /> 34 asphalt meets the Specification requirements of the Contract. <br /> I35 <br /> 36 9-02.1(4) Performance Graded Asphalt Binder (PGAB) <br /> 37 This section's title is revised to read: <br /> I38 <br /> 39 Performance Graded (PG) Asphalt Binder <br /> 40 <br /> I41 The first paragraph is revised to read: <br /> 42 <br /> 43 PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades <br /> 44 specified in the Contract shall be used in the production of HMA. For HMA with greater than <br /> 111 45 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt binder, <br /> 46 recycling agent and recovered asphalt (RAP and/or RAS) when blended in the proportions <br /> I47 of the mix design shall meet the PG asphalt binder requirements of AASHTO M 332 Table <br /> 48 1 for the grade of asphalt binder specified by the Contract. <br /> 49 <br /> in 50 The second paragraph, including the table, is revised to read: <br /> 111 <br /> City of Everett Page AM-83 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />