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I <br /> I 1 5-01.5 Payment <br /> 2 This section is supplemented with the following: <br /> 3 <br /> 4 "Grinding Smoothness Compliance Adjustment", by calculation. <br /> I <br /> 5 Grinding Smoothness Compliance Adjustments will be based on the requirements in <br /> 6 Section 5-01.3(10) and the following calculations: <br /> 7 <br /> I <br /> 8 <br /> 9 A smoothness compliance adjustment will be calculated in the sum of minus $100 for <br /> each and every section of single traffic lane 0.01 mile in length and $1,000 for each <br /> 10 and every section of single traffic lane 0.10 mile in length that does not meet the <br /> Ii 1 requirements in Section 5-01.3(10) after corrective Work. <br /> 12 <br /> 13 5-02.AP5 <br /> 14 Section 5-02, Bituminous Surface Treatment <br /> I <br /> 15 April 1, 2019 <br /> 16 5-02.3(5) Application of Aggregates <br /> I 17 The first sentence of the eleventh paragraph is revised to read: <br /> 18 <br /> 19 The Contractor shall use a pickup broom in all curbed areas, on all bridges, within city <br /> I 20 limits. within sensitive areas, and where shown in the Plans both before the application of <br /> 21 emulsified asphalt and during the final brooming operation. <br /> 22 <br /> I 23 5-04.AP5 <br /> 24 Section 5-04, Hot Mix Asphalt <br /> 25 April 1, 2019 <br /> I 26 5-04.1 Description <br /> 27 The last sentence of the first paragraph is revised to read: <br /> 28 <br /> I <br /> 29 <br /> 30 The manufacture of HMA may include additives or processes that reduce the optimum <br /> mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance with <br /> 31 these Specifications. <br /> I 32 <br /> 33 5-04.2 Materials <br /> 34 The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". <br /> I JJ <br /> 36 5-04.2(1) How to Get an HMA Mix Design on the QPL <br /> 37 The last bullet in the first paragraph is revised to read: <br /> 38 <br /> I 39 • Do not include HMA additives that reduce the optimum mixing temperature or serve <br /> 40 as a compaction aid when developing a mix design or submitting a mix design for <br /> 41 QPL evaluation. The use of HMA additives is not part of the process for obtaining <br /> I 42 approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. <br /> 43 <br /> 44 In the table, "WSDOT Standard Practice QC-8" is revised to read "WSDOT Standard Practice <br /> I 45 QC-8 located in the WSDOT Materials Manual M 46-01". <br /> 46 <br /> 47 5-04.2(1)C Mix Design Resubmittal for QPL Approval <br /> 48 Item number 3 of the first paragraph is revised to read: <br /> I <br /> 49 <br /> ICITY 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-19 <br />