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' 1 Class 4000P concrete for roadside sign structures does not require air entrainment. <br /> 2 <br /> 3 8-22.AP8 <br /> 4 Section 8-22, Pavement Marking <br /> 5 January 7, 2019 <br /> 6 8-22.3(2) Preparation of Roadway Surfaces <br /> 7 The second paragraph is revised to read: <br /> 8 <br /> 9 Remove all other contaminants from pavement surfaces that may adversely affect the <br /> 111 10 installation of new pavement marking. <br /> 11 <br /> 12 8-22.3(3)F Application Thickness <br /> 13 The second to last sentence of the last paragraph is revised to read: <br /> 14 <br /> 15 After grinding, clean the groove. <br /> 16 <br /> 17 9-00.AP9 <br /> 18 Section 9-00, Definitions and Tests <br /> 19 January 7, 2019 <br /> 20 9-00.4 Sieves for Testing Purposes <br /> 21 This section is revised to read: <br /> 22 <br /> 23 Test sieves shall be made of either: (1) woven wire cloth conforming to ASTM E11, or (2) <br /> 24 square-hole, perforated plates conforming to ASTM E323. <br /> 25 <br /> 26 9-00.7 Galvanized Hardware, AASHTO M 232 <br /> 27 The first sentence is revised to read: <br /> 28 <br /> 111 <br /> 29 <br /> 30 An acceptable alternate to hot-dip galvanizing in accordance with AASHTO M 232 will be <br /> zinc coatings mechanically deposited in accordance with ASTM B695, providing the <br /> 31 minimum thickness of zinc coating is not less than that specified in AASHTO M 232, and <br /> 32 the process will not produce hydrogen embrittlement in the base metal. <br /> 33 <br /> 34 9-02.AP9 <br /> 35 Section 9-02, Bituminous Materials <br /> 36 January 7, 2019 <br /> 37 9-02.1 Asphalt Material, General <br /> 38 The second paragraph is revised to read: <br /> 39 <br /> 40 The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified asphalt <br /> 41 <br /> 42 shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard <br /> Practice for Asphalt Suppliers That Certify Performance Graded and Emulsified Asphalts". <br /> 43 The Asphalt Supplier's QCP shall be submitted and receive the acceptance of the WSDOT <br /> 44 State Materials Laboratory. Once accepted, any change to the QCP will require a new <br /> 45 QCP to be submitted for acceptance. The Asphalt Supplier of PG asphalt binder and <br /> 46 emulsified asphalt shall certify through the Bill of Lading that the PG asphalt binder or <br /> 47 emulsified asphalt meets the Specification requirements of the Contract. <br /> 111 48 <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-111 <br />