Lakeside Industries, Inc. 5/3/2024

2024 Pavement Maintenance Overlay SPECIAL PROVISIONS PW# 3823 61 For each compaction lot with one or two sublots, having all sublots attain a relative 1 density that is 91 percent of the reference maximum density the HMA shall be accepted 2 at the unit Contract price with no further evaluation. When a sublot does not attain a 3 relative density that is 91 percent of the reference maximum density, the lot shall be 4 evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The 5 maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will 6 be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF 7 lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by 8 either a nuclear moisture-density gauge or cores will be completed as required to provide 9 a minimum of three tests for evaluation. 10 11 For compaction below the required 91% a Non-Conforming Compaction Factor (NCCF) 12 will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 13 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the 14 product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit 15 Contract price per ton of mix. 16 17 5-04.3(11) Reject Work 18 19 5-04.3(11)A Reject Work General 20 Work that is defective or does not conform to Contract requirements shall be rejected. 21 The Contractor may propose, in writing, alternatives to removal and replacement of 22 rejected material. Acceptability of such alternative proposals will be determined at the 23 sole discretion of the Engineer. HMA that has been rejected is subject to the 24 requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit 25 a corrective action proposal to the Engineer for approval. 26 27 5-04.3(11)B Rejection by Contractor 28 The Contractor may, prior to sampling, elect to remove any defective material and 29 replace it with new material. Any such new material will be sampled, tested, and 30 evaluated for acceptance. 31 32 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) 33 The Engineer may, without sampling, reject any batch, load, or section of Roadway that 34 appears defective. Material rejected before placement shall not be incorporated into the 35 pavement. Any rejected section of Roadway shall be removed. 36 37 No payment will be made for the rejected materials or the removal of the materials 38 unless the Contractor requests that the rejected material be tested. If the Contractor 39 elects to have the rejected material tested, a minimum of three representative samples 40 will be obtained and tested. Acceptance of rejected material will be based on 41 conformance with the nonstatistical acceptance Specification. If the CPF for the rejected 42 material is less than 0.75, no payment will be made for the rejected material; in addition, 43 the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater 44 than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting 45 Agency. If the material is rejected before placement and the CPF is greater than or equal 46 to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection 47 occurs after placement and the CPF is greater than or equal to 0.75, compensation for 48