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1 Coarse Aggregate for Commercial Concrete and Class 3000 Concrete <br /> 2 <br /> 3 <br /> 4 Section 9-04, Joint and Crack Sealing Materials <br /> 5 January 7, 2019 <br /> 6 This section's title is revised to read: <br /> 7 <br /> ' 8 Joint Sealing Materials <br /> 9 <br /> 10 9-04.1(2) Premolded Joint Filler for Expansion Joints <br /> 11 In this section, each reference to "AASHTO T 42" is revised to read "ASTM D 545". <br /> 12 <br /> 13 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement <br /> 14 This section is supplemented with the following: <br /> I 15 <br /> 16 Hot poured sealant for cement concrete pavement is acceptable for installations in joints <br /> 17 where cement concrete pavement abuts a bituminous pavement. <br /> 18 <br /> 19 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement <br /> 20 This section is supplemented with the following: <br /> ' 21 <br /> 22 Hot poured sealant for bituminous pavement is acceptable for installations in joints where <br /> 23 cement concrete pavement abuts a bituminous pavement. <br /> 24 <br /> 25 9-04.2(1)B Sand Slurry for Bituminous Pavement <br /> 26 Item number 2 of the first paragraph is revised to read: <br /> 27 <br /> 28 2. Two percent portland cement or blended hydraulic cement, and <br /> 29 <br /> 30 9-04.3 Joint Mortar <br /> 31 The first paragraph is revised to read: <br /> 32 <br /> 33 Mortar for hand mortared joints shall conform to Section 9-20.4(3) and consist of one part <br /> 34 portland cement or blended hydraulic cement, three parts fine sand, and sufficient water to <br /> I 35 allow proper workability. <br /> 36 <br /> 37 9-04.5 Flexible Plastic Gaskets <br /> I 38 In the table, the Test Method value for Specific Gravity at 77°F is revised to read "ASTM D71". <br /> 39 <br /> 40 In the table, the Test Method value for Flash Point COC, F is revised to read "ASTM D93 REV <br /> 1 41 A". <br /> 42 <br /> 43 In the table, the Test Method value for Volatile Matter is revised to read "ASTM D6". <br /> ' 44 <br /> 45 Section 9-05, Drainage Structures and Culverts <br /> 46 January 7, 2019 <br /> 47 9-05.3(1)A End Design and Joints <br /> 48 The second sentence of the first paragraph is revised to read: <br /> 1 City of Everett Page AM-119 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br /> 1 <br />