Rodarte Construction Inc Everett Station Parking Expansion

I 1 The RTFO Jnrdiff and the PAV direct tension specifications of AASHTO M 332 are not 2 required. 4 5 9-02.1(6) Cationic Emulsified Asphalt 6 This section is revised to read: 7 8 Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the 9 grades specified in the Contract shall be used. 10 11 9-02.5 Warm Mix Asphalt (WMA) Additive 12 This section, including title, is revised to read: 13 14 9-02.5 HMA Additive 15 Additives for HMA shall be accepted by the Engineer. 16 17 Section 9-03, Aggregates 18 January 7, 2019 19 9-03.1 Aggregates for Portland Cement Concrete I 20 This section's title is revised to read: 21 22 Aggregates for Concrete 23 24 9-03.1(1) General Requirements 25 The first two sentences of the first paragraph are revised to read: 26 27 Concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel in 28 accordance with the provisions of Section 3-01. Reclaimed aggregate may be used if it I 29 complies with the specifications for concrete. 30 31 The second paragraph (up until the colon) is revised to read: 32 33 Aggregates for concrete shall meet the following test requirements: 34 35 The second sentence of the second to last paragraph is revised to read: 36 37 The Contractor shall submit test results according to ASTM C1567 through the Engineer to 38 the State Materials Laboratory that demonstrate that the proposed fly ash when used with I 39 the proposed aggregates and cement will control the potential expansion to 0.20 percent or 40 less before the fly ash and aggregate sources may be used in concrete. 41 42 9-03.1(2) Fine Aggregate for Portland Cement Concrete 43 This section's title is revised to read: 44 45 Fine Aggregate for Concrete 46 47 9-03.1(4) Coarse Aggregate for Portland Cement Concrete 48 This section's title is revised to read: 49 City of Everett Page AM-114 Amendments Everett Station 80 Stall Parking Expansion June 2019 r