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I <br /> I1 Section 9-02, Bituminous Materials <br /> 2 January 7, 2019 <br /> I3 9-02.1 Asphalt Material, General <br /> 4 The second paragraph is revised to read: <br /> I 5 <br /> 6 The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified asphalt <br /> 7 shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard <br /> I <br /> 8 <br /> 9 Practice for Asphalt Suppliers That Certify Performance Graded and Emulsified Asphalts". <br /> The Asphalt Supplier's QCP shall be submitted and receive the acceptance of the WSDOT <br /> 10 State Materials Laboratory. Once accepted, any change to the QCP will require a new QCP <br /> 11 to be submitted for acceptance. The Asphalt Supplier of PG asphalt binder and emulsified <br /> I 12 asphalt shall certify through the Bill of Lading that the PG asphalt binder or emulsified <br /> 13 asphalt meets the Specification requirements of the Contract. <br /> 14 <br /> I 15 9-02.1(4) Performance Graded Asphalt Binder (PGAB) <br /> 16 This section's title is revised to read: <br /> 17 <br /> I 18 Performance Graded (PG) Asphalt Binder <br /> 19 <br /> 20 The first paragraph is revised to read: <br /> I 21 , <br /> 22 PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades <br /> 23 specified in the Contract shall be used in the production of HMA. For HMA with greater than <br /> 24 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt binder, <br /> I 25 recycling agent and recovered asphalt (RAP and/or RAS) when blended in the proportions <br /> 26 of the mix design shall meet the PG asphalt binder requirements of AASHTO M 332 Table 1 <br /> 27 for the grade of asphalt binder specified by the Contract. <br /> I 28 <br /> 29 The second paragraph, including the table, is revised to read: <br /> 30 <br /> 31 In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders shall <br /> I 32 meet the following requirements: <br /> 33 <br /> Additional Requirements by <br /> I Performance Grade(PG)Asphalt Binders <br /> Test PG58S- PG58H- PG58V- PG64H- PG64V- <br /> Property Method 22 22 22 PG64S-28 28 28 <br /> I RTFO <br /> Residue: <br /> Average AASHTO <br /> Percent T 3501 30% Min. 20% Min. 25% Min. 30% Min. <br /> Recovery <br /> @ 3.2 <br /> kPa <br /> I1Specimen conditioned in accordance with AASHTO T 240-RTFO. <br /> 34 <br /> 35 The third paragraph is revised to read: <br /> I 36 <br /> I City of EverettPage AM-113 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br /> I <br />