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1 <br /> 2 5-01.5 Payment <br /> 3 The Bid item "Sealing Transverse and Longitudinal Joints", per linear foot and the paragraph <br /> 4 following Bid item are revised to read: <br /> 5 <br /> 6 "Sealing Existing Longitudinal and Transverse Joint", per linear foot. <br /> 7 <br /> 8 The unit Contract price per linear foot for "Sealing Existing Longitudinal and Transverse <br /> 9 Joint", shall be full payment for all costs to complete the Work as specified, including <br /> 10 removing incompressible material, preparing and sealing existing transverse and <br /> 11 longitudinal joints where existing transverse and longitudinal joints are cleaned and for <br /> 12 all incidentals required to complete the Work as specified. <br /> 13 <br /> 14 5-02.AP5 <br /> 15 Section 5-02, Bituminous Surface Treatment <br /> 16 April 4, 2016 <br /> 17 5-02.3(2) Preparation of Roadway Surface <br /> 18 This section is supplemented with the following new subsection: <br /> 19 <br /> 20 5-02.3(2)E Crack Sealing <br /> 21 Where shown in the Plans, seal cracks and joints in the pavement in accordance with <br /> 22 Section 5-04.3(4)A1 and the following: <br /> 23 <br /> 24 1. Cracks 1/4 inch to 1 inch in width -fill with hot poured sealant. <br /> 25 <br /> 26 2. Cracks greater than 1 inch in width —fill with sand slurry. <br /> 27 <br /> 28 5-04.AP5 <br /> 29 Section 5-04, Hot Mix Asphalt <br /> 30 January 2, 2018 1 <br /> 31 5-04.1 Description <br /> 32 The last sentence of the first paragraph is revised to read: <br /> 33 <br /> 34 The manufacture of HMA may include additives or processes that reduce the optimum <br /> 35 mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance <br /> 36 with these Specifications. <br /> 37 <br /> 38 5-04.2 Materials <br /> 39 The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". <br /> 40 <br /> 41 5-04.2(1) How to Get an HMA Mix Design on the QPL <br /> 42 The last bullet in the first paragraph is revised to read: <br /> 43 <br /> 44 • Do not include HMA additives that reduce the optimum mixing temperature or serve <br /> 45 as a compaction aid when developing a mix design or submitting a mix design for <br /> 46 QPL evaluation. The use of HMA additives is not part of the process for obtaining <br /> 47 approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. <br /> 48 <br /> 49 In the table, "WSDOT Standard Practice QC-8" is revised to read "WSDOT Standard <br /> 50 Practice QC-8 located in the WSDOT Materials Manual M 46-01". <br /> 51 1 <br /> HOT MIX ASPHALT OVERLAY-2018 PAGE 10 OF 53 March 6,2018 <br /> WORK ORDER#3667 <br /> AMENDMENTS TO STANDARD PROVISIONS <br />