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I <br /> 1 HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel <br /> 2 ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the <br /> 3 Engineer. <br /> 4 <br /> 5 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation —Acceptance Testing <br /> 6 The location of the HMA compaction acceptance tests will be randomly selected by the <br /> 7 Engineer from within each sublot, with one test per sublot. <br /> 8 <br /> 9 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments I <br /> 10 For each compaction lot with one or two sublots, having all sublots attain a relative <br /> 11 density that is 92 percent of the reference maximum density the HMA shall be accepted <br /> 12 at the unit Contract price with no further evaluation. When a sublot does not attain a <br /> 13 relative density that is 92 percent of the reference maximum density, the lot shall be <br /> 14 evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The <br /> 15 maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will <br /> I <br /> 16 be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF <br /> 17 lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by <br /> 18 either a nuclear moisture-density gauge or cores will be completed as required to <br /> 111 <br /> 19 provide a minimum of three tests for evaluation. <br /> 20 <br /> 21 For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) I <br /> 22 will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 <br /> 23 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the <br /> 24 product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit <br /> 25 Contract price per ton of mix. <br /> 26 <br /> 27 5-04.3(11) Reject Work I <br /> 28 <br /> 29 5-04.3(11)A Reject Work General <br /> 30 Work that is defective or does not conform to Contract requirements shall be rejected. <br /> 31 The Contractor may propose, in writing, alternatives to removal and replacement of <br /> 32 rejected material. Acceptability of such alternative proposals will be determined at the <br /> 33 sole discretion of the Engineer. HMA that has been rejected is subject to the <br /> 34 requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit <br /> 35 a corrective action proposal to the Engineer for approval. <br /> 36 <br /> 37 5-04.3(11)B Rejection by Contractor <br /> 38 The Contractor may, prior to sampling, elect to remove any defective material and <br /> 39 replace it with new material. Any such new material will be sampled, tested, and <br /> 40 evaluated for acceptance. <br /> 41 <br /> 42 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) <br /> 43 The Engineer may, without sampling, reject any batch, load, or section of Roadway that <br /> 44 appears defective. Material rejected before placement shall not be incorporated into the <br /> I <br /> 45 pavement. Any rejected section of Roadway shall be removed. <br /> 46 <br /> III <br /> N. BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> STATE FUND#GCB2316; COE WO#3644 90 August 8, 2018 <br />