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Edgewater Creek Bridge Replacement November 2023 125 The Contractor’s costs for all other Work associated with the coring (e.g., traffic control) 1 shall be incidental and included within the unit Bid price per each and no additional 2 payments will be made. 3 4 “Cyclic Density Price Adjustment”, by calculation. 5 6 “Cyclic Density Price Adjustment” will be calculated and paid for as described in Section 7 5-04.3(10)B. 8 9 5-04.2.GR5 10 Materials 11 12 5-04.2(1).GR5 13 How to Get an HMA Mix Design on the QPL 14 15 5-04.2(1)A.GR5 16 Mix Designs Containing RAP and/or RAS 17 18 5-04.2(1)A2.GR5 19 High RAP/Any RAS – Mix Design Submittals for Placement on QPL 20 21 5-04.2(1)A2.INST1.GR5 22 Section 5-04.2(1)A2 is revised to read: 23 24 5-04.2(1)A2.OPT1.2024.GR5 25 (April 27, 2022) 26 For High RAP/Any RAS mix designs, comply with the following additional 27 requirements: 28 29 1. All RAS will be manufactured waste RAS only. 30 31 2. For mix designs with any RAS, test the RAS stockpile (and RAP 32 stockpile if any RAP is in the mix design) in accordance with Table 33 3. 34 35 3. For High RAP mix designs with no RAS, test the RAP stockpile in 36 accordance with Table 3. 37 38 4. For mix designs with High RAP/Any RAS, construct a single 39 stockpile for RAP and a single stockpile for RAS and isolate 40 (sequester) these stockpiles from further stockpiling before 41 beginning development of the mix design. Test the RAP and RAS 42 during stockpile construction as required by item 1 and 2 above. 43 Use the test data in developing the mix design and report the test 44 data to the Contracting Agency on WSDOT Form 350-042 as part 45 of the mix design submittal for approval on the QPL. Account for 46 the reduction in asphalt binder contributed from RAS in 47 accordance with AASHTO PP 78. Do not add RAP or RAS to the 48 sequestered stockpiles after starting the mix design process, 49 unless measures have been taken: 50 51