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1 9-03.14(4) Gravel Borrow for Structural Earth Wall <br /> 2 The second sentence of the first paragraph is revised to read: <br /> 3 <br /> 4 The material shall be substantially free of shale or other soft, poor durability particles, <br /> 5 and shall not contain recycled materials, such as glass, shredded tires, concrete rubble, <br /> 6 or asphaltic concrete rubble. <br /> 7 <br /> 8 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled <br /> 9 Material <br /> 10 "Portland Cement" is deleted from the first two rows in the table. <br /> 11 <br /> 12 9-04.AP9 <br /> 13 Section 9-04, Joint and Crack Sealing Materials <br /> 14 April 2, 2018 <br /> 15 9-04.1(2) Premolded Joint Filler for Expansion Joints <br /> 16 In this section, each reference to "AASHTO T 42" is revised to read "ASTM D 545". <br /> 17 <br /> 18 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement <br /> 19 This section is supplemented with the following: <br /> 20 <br /> 21 Hot poured sealant for cement concrete pavement is acceptable for installations in joints <br /> 22 where cement concrete pavement abuts a bituminous pavement. <br /> 23 <br /> 24 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement <br /> 25 This section is supplemented with the following: <br /> ' 26 <br /> 27 Hot poured sealant for bituminous pavement is acceptable for installations in joints <br /> 28 where cement concrete pavement abuts a bituminous pavement. <br /> 29 <br /> 30 9-04.2(1)B Sand Slurry for Bituminous Pavement <br /> 31 Item number 2 of the first paragraph is revised to read: <br /> 32 <br /> ' 33 2. Two percent portland cement or blended hydraulic cement, and <br /> 34 <br /> 35 9-04.3 Joint Mortar <br /> 36 The first paragraph is revised to read: <br /> 37 <br /> 38 Mortar for hand mortared joints shall conform to Section 9-20.4(3) and consist of one <br /> 39 part portland cement or blended hydraulic cement, three parts fine sand, and sufficient <br /> 40 water to allow proper workability. <br /> 41 <br /> 42 9-05.AP9 <br /> 43 Section 9-05, Drainage Structures and Culverts <br /> 44 April 2, 2018 <br /> 45 9-05.3(1)C Age at Shipment <br /> 46 The last sentence of the first paragraph is revised to read: <br /> 47 <br /> 48 Unless it is tested and accepted at an earlier age, it shall not be considered ready for <br /> 49 shipment sooner than 28 days after manufacture when made with Type II portland <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 48 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> WSDOT AMENDMENTS Rev 4/2/18 <br />