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1 3-01.AP3 <br /> 2 Section 3-01, Production from Quarry and Pit Sites <br /> 3 April 2, 2018 <br /> 4 3-01.1 Description <br /> 5 The first paragraph is revised to read: <br /> 6 <br /> 7 This Work shall consist of manufacturing and producing crushed and screened <br /> 8 aggregates including pit run aggregates of the kind, quality, and grading specified for <br /> 9 use in the construction of concrete, hot mix asphalt, crushed surfacing, maintenance <br /> 10 rock, ballast, gravel base, gravel backfill, gravel borrow, riprap, and bituminous surface <br /> 11 treatments of all descriptions. <br /> 12 <br /> 13 4-04.AP4 <br /> 14 Section 4-04, Ballast and Crushed Surfacing <br /> 15 April 2, 2018 111 <br /> 16 4-04.3(5) Shaping and Compaction <br /> 17 This section is supplemented with the following new paragraph: <br /> 18 <br /> 19 When using 100% Recycled Concrete Aggregate, the Contractor may submit a written <br /> 20 request to use a test point evaluation for compaction acceptance testing in lieu of <br /> 21 compacting to 95% of the standard density as determined by the requirements of <br /> 22 Section 2-03.3(14)D. The test point evaluation shall be performed in accordance with <br /> 23 SOP 738. 111 <br /> 24 <br /> 25 5-01.AP5 <br /> 26 Section 5-01, Cement Concrete Pavement Rehabilitation I <br /> 27 April 2, 2018 <br /> 28 5-01.3(4) Replace Cement Concrete Panel I <br /> 29 The last sentence of the fourth to last paragraph is revised to read: <br /> 30 <br /> 31 If the replacement panel is located in an area that will be ground as part of concrete <br /> 32 pavement grinding in accordance with Section 5-01.3(9), the surface smoothness shall <br /> 33 be measured, by the Contractor, in conjunction with the smoothness measurement <br /> 34 done in accordance with Section 5-01.3(10). <br /> 35 <br /> 36 5-04.AP5 <br /> 37 Section 5-04, Hot Mix Asphalt <br /> 38 April 2, 2018 <br /> 39 5-04.1 Description <br /> 40 The last sentence of the first paragraph is revised to read: <br /> 41 <br /> 42 The manufacture of HMA may include additives or processes that reduce the optimum <br /> 43 mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance <br /> 44 with these Specifications. <br /> 45 <br /> 46 5-04.2 Materials I <br /> 47 The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 11 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> WSDOT AMENDMENTS Rev 4/2/18 <br />