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I <br /> 1. 9-04.AP9 <br /> 2 Section 9-04, Joint and Crack Sealing Materials <br /> 3 January 7, 2019 <br /> 4 This section's title is revised to read: <br /> 5 <br /> 6 Joint Sealing Materials <br /> 7 <br /> 8 9-04.1(2) Premolded Joint Filler for Expansion Joints <br /> 9 In this section, each reference to "AASHTO T 42" is revised to read "ASTM D 545". <br /> 10 <br /> 11 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement <br /> 12 This section is supplemented with the following: <br /> 13 <br /> 14 Hot poured sealant for cement concrete pavement is acceptable for installations in joints <br /> 15 where cement concrete pavement abuts a bituminous pavement. <br /> 16 <br /> 17 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement <br /> 18 This section is supplemented with the following: <br /> 19 <br /> 20 Hot poured sealant for bituminous pavement is acceptable for installations in joints where ' <br /> 21 cement concrete pavement abuts a bituminous pavement. <br /> 22 <br /> 23 9-04.2(1)B Sand Slurry for Bituminous Pavement <br /> 24 Item number 2 of the first paragraph is revised to read: <br /> 25 <br /> 26 2. Two percent portland cement or blended hydraulic cement, and <br /> 27 <br /> 28 9-04.3 Joint Mortar <br /> 29 The first paragraph is revised to read: <br /> 30 <br /> 31 Mortar for hand mortared joints shall conform to Section 9-20.4(3) and consist of one part <br /> 32 portland cement or blended hydraulic cement, three parts fine sand, and sufficient water <br /> 33 to allow proper workability. <br /> 34 <br /> 35 9-04.5 Flexible Plastic Gaskets <br /> 36 In the table, the Test Method value for Specific Gravity at 77°F is revised to read "ASTM D71". <br /> 37 <br /> 38 In the table, the Test Method value for Flash Point COC, F is revised to read "ASTM D93 REV <br /> 39 A". , <br /> 40 <br /> 41 In the table, the Test Method value for Volatile Matter is revised to read "ASTM D6". <br /> 42 <br /> 43 9-05.AP9 <br /> 44 Section 9-05, Drainage Structures and Culverts <br /> 45 January 7, 2019 <br /> 46 9-05.3(1)A End Design and Joints ' <br /> 47 The second sentence of the first paragraph is revised to read: <br /> 48 <br /> 49 The joints and gasket material shall meet the requirements of ASTM C990. <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-118 <br />