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I <br /> I1 All of the test results obtained from the acceptance samples from a given lot shall be <br /> 2 evaluated collectively. If the Contractor requests a change to the JMF that is approved, <br /> 3 the material produced after the change will be evaluated on the basis of the new JMF for <br /> I4 the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot <br /> 5 in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request <br /> 6 after the Engineer is satisfied that material conforming to the Specifications can be <br /> I <br /> 7 produced. <br /> 8 <br /> 9 Sampling and testing for evaluation shall be performed on the frequency of one sample <br /> 10 per sublot. <br /> 11 <br /> I 12 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling <br /> 13 Samples for acceptance testing shall be obtained by the Contractor when ordered by the <br /> 14 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer <br /> I 15 and in accordance with AASH-TO T 168. A minimum of three samples should be taken <br /> 16 for each class of HMA placed on a project. If used in a structural application, at least one <br /> 17 of the three samples shall to be tested. <br /> I 18 <br /> 19 Sampling and testing HMA in a Structural application where quantities are less than 400 <br /> 20 tons is at the dis-cretion of the Engineer. <br /> I21 <br /> 22 For HMA used in a structural application and with a total project quantity less than 800 <br /> 23 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In <br /> I 24 all cases, a minimum of 3 samples will be obtained at the point of acceptance, a <br /> 25 minimum of one of the three samples will be tested for conformance to the JMF: <br /> 26 <br /> I27 • If the test results are found to be within specification requirements, additional <br /> 28 testing will be at the Engineer's discretion. <br /> I 29 • If test results are found not to be within specification requirements, additional <br /> 30 testing of the remaining samples to determine a Composite Pay Factor (CPF) <br /> 31 shall be performed. <br /> I 32 <br /> 33 5-04.3(9)C3 Mixture Nonstatistical Evaluation —Acceptance Testing <br /> 34 Testing of HMA for compliance of Va will at the option of the Contracting Agency. If <br /> I 35 tested, compliance of Va will use WSDOT SOP 731. <br /> 36 <br /> 37 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T <br /> 111 38 308. <br /> 39 <br /> I 40 Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. <br /> 41 <br /> 42 5-04.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors <br /> I <br /> 43 <br /> 44 For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting <br /> Agency will determine a Composite Pay Factor (CPF) using the following price <br /> 45 adjustment factors: <br /> I <br /> BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> IN. <br /> STATE FUND#GCB2316; COE WO#3644 85 August 8, 2018 <br />