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I <br /> 1 require a new QCP to be submitted for acceptance. The Asphalt Supplier of PG asphalt <br /> 2 binder and emulsified asphalt shall certify through the Bill of Lading that the PG asphalt <br /> 3 binder or emulsified asphalt meets the Specification requirements of the Contract. <br /> I 4 <br /> 5 9-02.1(4) Performance Graded Asphalt Binder (PGAB) <br /> 6 This section's title is revised to read: <br /> 1 7 <br /> 8 Performance Graded (PG) Asphalt Binder <br /> 9 <br /> I 10 The first paragraph is revised to read: <br /> 11 <br /> 12 PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades <br /> I 13 specified in the Contract shall be used in the production of HMA. For HMA with greater <br /> 14 than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt <br /> 15 binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the <br /> I 16 proportions of the mix design shall meet the PG asphalt binder requirements of AASHTO <br /> 17 M 332 Table 1 for the grade of asphalt binder specified by the Contract. <br /> 18 <br /> I 19 The second paragraph, including the table, is revised to read: <br /> 20 <br /> 21 In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders <br /> 22 shall meet the following requirements: <br /> I23 <br /> Additional Requirements by <br /> I Performance Grade(PG)Asphalt Binders <br /> I <br /> Test PG58S- ' PG58H- PG58V- PG64H- PG64V- <br /> Property Method 22 22 _ 22 PG64S-28 28 28 <br /> RTFO <br /> IResidue: <br /> Average AASHTO <br /> Percent T 350' 30% Min. 20% Min. 25% Min. 30% Min. <br /> I Recovery <br /> @ 3.2 <br /> kPa <br /> I 'Specimen conditioned in accordance with AASHTO T 240- RTFO. <br /> 24 <br /> 25 The third paragraph is revised to read: <br /> I 26 <br /> 27 The RTFO Jnrdif and the PAV direct tension specifications of AASHTO M 332 are not <br /> 28 required. <br /> 29 <br /> I30 This section is supplemented with the following: <br /> 31 <br /> 32 If the asphalt binder verification sample test results fail to meet AASHTO Test Method T <br /> 1 33 350 "Standard Method of Test for Multiple Stress Creep Recovery (MSCR)Test of Asphalt <br /> 34 Binder Using a Dynamic Shear Rheometer (DSR)" for average percent recovery @ 3.2 <br /> 35 kPa for the applicable grades of binder in accordance with Section 9-02.1(4), the <br /> I 36 Contracting Agency may elect to test the sample using AASHTO Test Method T 301 <br /> 37 "Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a <br /> 38 Ductilometer." <br /> I <br /> I <br />