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CITY OF EVERETT SPECIAL PROVISIONS <br /> 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) <br /> The Engineer may, without sampling, reject any batch, load, or section of <br /> Roadway that appears defective. Do NOT incorporate material rejected <br /> before placement into the pavement. Remove any rejected section of <br /> Roadway. <br /> No payment will be made for the rejected materials or the removal of the <br /> materials unless the Contractor requests testing of the rejected material. <br /> If the Contractor elects to have the rejected material tested, obtain and <br /> test a minimum of three representative samples. Acceptance of rejected <br /> material will be based on conformance with the nonstatistical acceptance <br /> Specification. If the CPF for the rejected material is less than 0.75, no <br /> payment will be made for the rejected material and Contractor will bear <br /> the cost of sampling and testing. If the CPF is greater than or equal to <br /> 0.75, the City will bear the cost of sampling and testing. If the material is <br /> rejected before placement and the CPF is greater than or equal to 0.75, <br /> compensation for the rejected material will be at a CPF of 0.75. If <br /> rejection occurs after placement and the CPF is greater than or equal to <br /> ' 0.75, compensation for the rejected material will be at the calculated CPF <br /> with an addition of 25 percent of the unit Contract price added for the <br /> cost of removal and disposal. <br /> 5-04.3(11)D Rejection -A Partial Sublot <br /> In addition to the random acceptance sampling and testing, the Engineer <br /> may also isolate from a normal sublot any material that is suspected of <br /> being defective in relative density, gradation or asphalt binder content. <br /> Such isolated material will not include an original sample location. <br /> Engineer will obtain a minimum of three random samples of the suspect <br /> material to test. The material will then be statistically evaluated as an <br /> independent lot in accordance with Section 1-06.2(2). <br /> 5-04.3(11)E Rejection -An Entire Sublot <br /> Engineer may reject an entire sublot suspected of being defective. When <br /> a sublot is rejected, obtain a minimum of two additional random samples <br /> from this sublot. Evaluate these additional samples and the original <br /> sublot as an independent lot in accordance with Section 1-06.2(2). <br /> ' 5-04.3(11)F Rejection -A Lot in Progress <br /> Shut down operations and do NOT resume HMA placement until such <br /> time as the Engineer is satisfied that material conforming to the <br /> Specifications can be produced: <br /> a. When the Composite Pay Factor (CPF) of a lot in progress drops <br /> below 1.00 and the Contractor is taking no corrective action, or <br /> b. When the Pay Factor (PF) for any constituent of a lot in progress <br /> drops below 0.95 and the Contractor is taking no corrective <br /> action, or <br /> c. When either the PFi for any constituent or the CPF of a lot in <br /> progress is less than 0.75. <br /> 5-04.3(11)G Rejection -An Entire Lot (Mixture or Compaction) <br /> Engineer will reject an entire lot with a CPF of less than 0.75. <br /> Water Main Replacement"V" Division 5—SURFACE TREATMENTS April,2021 <br /> WO No.—UP3730 AND PAVEMENTS <br /> SP-159 <br /> I <br />