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1 <br /> 1 9-02.1(4) Performance Graded Asphalt Binder (PGAB) <br /> 2 This section's title is revised to read: <br /> 3 <br /> 4 Performance Graded (PG) Asphalt Binder <br /> 5 <br /> 6 The first paragraph is revised to read: <br /> 7 <br /> 8 PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades <br /> 9 specified in the Contract shall be used in the production of HMA. For HMA with greater <br /> 10 than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt <br /> 11 binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the <br /> 12 proportions of the mix design shall meet the PG asphalt binder requirements of AASHTO <br /> 13 M 332 Table 1 for the grade of asphalt binder specified by the Contract. <br /> 14 <br /> 15 The second paragraph, including the table, is revised to read: <br /> 16 <br /> 17 In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders shall <br /> 18 meet the following requirements: <br /> 19 <br /> Additional Requirements by <br /> Performance Grade rG) Asphalt Binders <br /> Proper Test PG58S PG58H PG58V- PG64S- PG64H PG64V- <br /> ty Method -22 ( -22 22 I 28 -28 28 <br /> RTFO <br /> Residu <br /> e: <br /> Averag AASHT 30% 20% 25% 30% <br /> e OT ' <br /> Percent 350' Min. Min. Min. Min. <br /> Recove <br /> ry <br /> 3.2 kPa <br /> 'Specimen conditioned in accordance with AASHTO T 240 — RTFO. <br /> 20 <br /> 21 The third paragraph is revised to read: <br /> 22 <br /> 23 <br /> LJ The RTFO IJnrdltt and the DAV direct tension specifications of AASHTO M 332 not <br /> 24 required. <br /> 25 <br /> 26 <br /> 27 9-02.1(6) Cationic Emulsified Asphalt <br /> 28 This section is revised to read: <br /> 29 <br /> 30 Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the <br /> 31 grades specified in the Contract shall be used. <br /> 32 <br /> 33 9-02.5 Warm Mix Asphalt (WMA) Additive <br /> 34 This section, including title, is revised to read: <br /> 35 <br /> 36 9-02.5 HMA Additive <br /> 37 Additives for HMA shall be accepted by the Engineer. <br /> 38 <br /> CITY OF EVERETT AMENDMENTS <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> STATE FUND#HLP PB17(014); COE#PW3688 Page AM-112 <br />