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I <br /> 1 For aggregate that will be used in HMA which will be accepted by Visual <br /> 2 Evaluation, evaluation in accordance with items 1, 2, and 3 above is at the <br /> I3 discretion of the Engineer. <br /> 4 <br /> 5 5-04.3(9) HMA Mixture Acceptance <br /> I <br /> 6 The Contracting Agency will evaluate HMA mixture for acceptance by one of <br /> 7 three methods as determined from the criteria in Table 7. <br /> 8 <br /> Table 7 <br /> I <br /> Basis of Acceptance for HMA Mixture <br /> I <br /> Visual Evaluation Nonstatistical Statistical <br /> Evaluation Evaluation <br /> • Commercial HMA • All HMA • All HMA <br /> placed at any mixture of mixture other <br /> location the same than that <br /> I • Any HMA placed in: class and accepted by <br /> o sidewalks PG binder Visual or <br /> I o road approaches grade with a Nonstatistical <br /> Criteria o ditches Proposal Evaluation <br /> for o slopes quantity <br /> Selecting o paths less than <br /> the o trails 4,000 tons. <br /> Evaluation o gores (Exclude <br /> Method o prelevel the tonnage <br /> o temporary of HMA <br /> pavement' mixture <br /> o pavement repair accepted by <br /> • Other nonstructural Visual <br /> applications of HMA Evaluation.) <br /> as approved by the <br /> I , Engineer <br /> ' Temporary pavement is HMA that will be removed before Physical <br /> Completion of the Contract. <br /> I9 <br /> 10 5-04.3(9)A Test Sections <br /> 11 This Section applies to HMA mixture accepted by Statistical Evaluation <br /> 12 and mixture accepted by Nonstatistical Evaluation. A test section is not <br /> 13 allowed for HMA accepted by Visual Evaluation. <br /> 14 <br /> 15 The purpose of a test section is to determine whether or not the <br /> 16 Contractor's mix design and production processes will produce HMA <br /> 17 meeting the Contract requirements related to mixture. Construct HMA <br /> 18 mixture test sections at the beginning of paving, using at least 600 tons <br /> I19 and a maximum of 1,000 tons or as specified by the Engineer. Each test <br /> 20 section shall be constructed in one continuous operation. <br /> 21 <br /> 22 5-04.3(9)A1 Test Section —When Required, When to Stop <br /> 23 Use Tables 8 and 9 to determine when a test section is required, <br /> 24 optional, or not allowed, and to determine when performing test <br /> I 25 sections may end. Each mix design will be evaluated independently <br /> 26 for the test section requirements. If more than one test section is <br /> I <br /> I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />