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I 2 <br /> 04.3(9)B4 <br /> Hamburg Wheel These tests will not <br /> I Track Meet requirements of <br /> Indirect Tensile Section 9-03.8(2).3 be done as part of <br /> Strength Test Section. <br /> IAggregates Nonstatistical <br /> Sand Equivalent Evaluation in <br /> Uncompacted Void accordance with the None3 <br /> Content <br /> Fracture <br /> requirements of <br /> Section 3-043 <br /> I 11n addition to the requirements of this table, acceptance of the <br /> HMA mixture used in each test section is subject to the <br /> acceptance criteria and price adjustments for Statistical <br /> S Evaluation or Non-statistical Evaluation (see Table 7 and Table <br /> 9a). <br /> 2Divide the test section lot into three sublots, approximately equal <br /> I in size. Take one sample from each sublot, and test each sample <br /> for the property in the first column. <br /> 3Take one sample for each test section lot. Test the sample for the <br /> properties in the first column. <br /> I4Divide the test section lot into three sublots, approximately equal <br /> in size. Take one sample from each sublot, and test each sample <br /> for the property in the first column. There are no criteria for <br /> I discontinuing test sections for these mixes; however, the <br /> contractor must comply with Section 5-04.3(11)F before <br /> resuming paving. <br /> I 1 <br /> 2 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test <br /> 3 Section <br /> I 4 The Engineer will evaluate the HMA mixture in each test section for <br /> 5 rejection, acceptance, and price adjustments based on the criteria in <br /> 6 Table 9a using the data generated from the testing required by Table <br /> 7 9. Each test section shall be considered a separate lot. <br /> 8 <br /> Table 9a <br /> III Acceptance Criteria for HMA Mixture Placed in a Test Section <br /> (For HMA Mixture Accepted by Statistical or Nonstatistical <br /> Evaluation) <br /> Test Property Type of HMA <br /> i High RAP/Any RAS Low RAP/No RAS <br /> Statistical or Statistical or <br /> Gradation Nonstatistical Nonstatistical <br /> IAsphalt Binder Evaluation - Evaluation - <br /> Va determined by the determined by the <br /> criteria in Table 7 criteria in Table 7 <br /> IHamburg Wheel Pass/Fail for the <br /> Track requirements of N/A <br /> Indirect Tensile Section 9-03.8(2)1 <br /> I Strength <br /> HMA Aggregate Nonstatistical Nonstatistical <br /> I <br /> I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />