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1 1 <br /> 2 In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders shall <br /> 3 meet the following requirements: <br /> 4 <br /> Additional Requirements by <br /> Performance Grade(PG)Asphalt Binders <br /> Test PG58S- PG58H- PG58V- PG64H- PG64V- <br /> Property Method 22 22 22 PG64S-28 28 28 <br /> RTFO <br /> Residue: I <br /> Average AASHTO <br /> Percent T 350' 30% Min. 20% Min. 25% Min. 30% Min. <br /> Recovery <br /> @ 3.2 <br /> kPa I <br /> 'Specimen conditioned in accordance with AASHTO T 240-RTFO. <br /> 5 <br /> 6 The third paragraph is revised to read: <br /> 7 <br /> 8 The RTFO Jnrdiff and the PAV direct tension specifications of AASHTO M 332 are not <br /> 9 required. <br /> 1 <br /> 111 <br /> 12 9-02.1(6) Cationic Emulsified Asphalt <br /> 13 This section is revised to read: <br /> 14 <br /> 15 Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the <br /> 16 grades specified in the Contract shall be used. <br /> 17 1 18 9-02.5 Warm Mix Asphalt (WMA) Additive <br /> 19 This section, including title, is revised to read: <br /> 20 <br /> 21 9-02.5 HMA Additive <br /> 22 Additives for HMA shall be accepted by the Engineer. <br /> 23 <br /> 24 Section 9-03, Aggregates <br /> 25 January 7, 2019 <br /> 26 9-03.1 Aggregates for Portland Cement Concrete <br /> 27 This section's title is revised to read: <br /> 28 <br /> 29 Aggregates for Concrete <br /> 30 <br /> 31 9-03.1(1) General Requirements <br /> 32 The first two sentences of the first paragraph are revised to read: <br /> 33 <br /> 34 Concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel in <br /> 35 accordance with the provisions of Section 3-01. Reclaimed aggregate may be used if it <br /> 36 complies with the specifications for concrete. <br /> 37 <br /> 38 The second paragraph (up until the colon) is revised to read: <br /> 111 <br /> City of Everett Page AM-84 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />