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I <br /> 1 <br /> I2 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) <br /> 3 The Engineer may, without sampling, reject any batch, load, or section of Roadway that <br /> I 4 appears defective. Material rejected before placement shall not be incorporated into the <br /> 5 pavement. Any rejected section of Roadway shall be removed. <br /> 6 <br /> 111 7 No payment will be made for the rejected materials or the removal of the materials <br /> 8 unless the Contractor requests that the rejected material be tested. If the Contractor <br /> 9 elects to have the rejected material tested, a minimum of three representative samples <br /> I 10 will be obtained and tested. Acceptance of rejected material will be based on <br /> 11 conformance with the nonstatistical acceptance Specification. If the CPF for the rejected <br /> 12 material is less than 0.75, no payment will be made for the rejected material; in addition, <br /> 13 the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater <br /> 14 than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting <br /> 15 Agency. If the material is rejected before placement and the CPF is greater than or equal <br /> 16 to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection <br /> I 17 occurs after placement and the CPF is greater than or equal to 0.75, compensation for <br /> 18 the rejected material will be at the calculated CPF with an addition of 25 percent of the <br /> 19 unit Contract price added for the cost of removal and disposal. <br /> I20 <br /> 21 5-04.3(11)D Rejection -A Partial Sublot <br /> I 22 In addition to the random acceptance sampling and testing, the Engineer may also <br /> 23 isolate from a normal sublot any material that is suspected of being defective in relative <br /> 24 density, gradation or asphalt binder content. Such isolated material will not include an <br /> 25 original sample location. A minimum of three random samples of the suspect material will <br /> I 26 be obtained and tested. The material will then be statistically evaluated as an <br /> 27 independent lot in accordance with Section 1-06.2(2). <br /> 28 <br /> ii <br /> III 29 5-04.3(11)E Rejection -An Entire Sublot <br /> 30 An entire sublot that is suspected of being defective may be rejected. When a sublot is <br /> II 31 rejected a minimum of two additional random samples from this sublot will be obtained. <br /> 32 These additional samples and the original sublot will be evaluated as an independent lot <br /> 33 in accordance with Section 1-06.2(2). <br /> I 34 <br /> 35 5-04.3(11)F Rejection -A Lot in Progress <br /> 36 The Contractor shall shut down operations and shall not resume HMA placement until <br /> I 37 such time as the Engineer is satisfied that material conforming to the Specifications can <br /> 38 be produced: <br /> 39 <br /> 1 40 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and <br /> 41 the Contractor is taking no corrective action, or <br /> 42 2. When the Pay Factor(PF) for any constituent of a lot in progress drops below <br /> I43 0.95 and the Contractor is taking no corrective action, or <br /> 44 3. When either the PFi for any constituent or the CPF of a lot in progress is less <br /> 45 than 0.75. <br /> I 46 <br /> 47 5-04.3(11)G Rejection -An Entire Lot (Mixture or Compaction) <br /> I <br /> 2021 PAVEMENT MAINTENANCE OVERLAY PAGE 65 OF 84 DIVISION T <br /> IWORK ORDER 3751 MARCH 29,2021 <br />