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CITY OF EVERETT SPECIAL PROVISIONS <br /> material or workproduced for each Job Mix Formulaplaced. Onlyone lot <br /> per JMF is expected. A sublot will be equal to one day's production or 800 <br /> tons, whichever is less; except, the final sublot will be a minimum of 400 <br /> tons and may be increased to 1200 tons. <br /> Collectively evaluate all test results obtained from the acceptance samples <br /> from a given lot. If the Contractor requests a change to the JMF that is <br /> approved, the material produced after the change will be evaluated on the <br /> basis of the new JMF for the remaining sublots in the current lot and for <br /> acceptance of subsequent lots. For a lot in progress with a CPF less than <br /> 0.75, a new lot will begin at the Contractor's request after the Engineer is <br /> satisfied that material conforming to the Specifications can be produced. <br /> Perform sampling and testing for evaluation on the frequency of one <br /> sample per sublot. <br /> 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling <br /> Obtain samples for acceptance testing when ordered by the Engineer. <br /> Sample the HMA mixture in the presence of the Engineer and in <br /> accordance with AASH-TO T 168. Take a minimum of three samples for <br /> each class of HMA placed on a project. If used in a structural application, <br /> test at least one of the three samples taken. <br /> Sampling and testing HMA in a Structural application where quantities are <br /> less than 400 tons is at the Engineer's discretion. <br /> For HMA used in a structural application and with a total project quantity <br /> less than 800 tons but more than 400 tons, preform a minimum of one <br /> acceptance test. In all cases, obtain a minimum of three samples at the <br /> point of acceptance. Test a minimum of one of the three samples for <br /> conformance to the JMF: <br /> a. If the test results are found to be within specification requirements, <br /> additional testing will be at the Engineer's discretion. <br /> 5-04.3(9)C3 Mixture Nonstatistical Evaluation —Acceptance <br /> Testing <br /> Testing of HMA for compliance of Va will be the City's option. If tested, <br /> compliance of Va will use WSDOT SOP 731. <br /> Testing for compliance of asphalt binder content will be by WSDOT FOP <br /> for AASHTO T 308. <br /> Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. <br /> 1 5-04.3(10) HMA Compaction Acceptance <br /> Compact HMA mixture accepted by nonstatistical evaluation being used in <br /> traffic lanes; including lanes for intersections, ramps, truck climbing, weaving, <br /> and speed change, and having a specified compacted course thickness greater <br /> than 0.10-foot, to a specified level of relative density. The specified level of <br /> relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 <br /> when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 <br /> (minimum of 92 percent of the maximum density). Use WSDOT FOP for <br /> AASHTO T 729 to determine maximum density. The specified level of density <br /> attained will be determined by the evaluation of the density of the pavement. <br /> Use WSDOT FOP for WAQTC TM 8 to determine the density of the pavement; <br /> except, Engineer will have discretion regarding gauge correlation using the <br /> I <br /> Watermain Replacement"U" Division 5—SURFACE TREATMENTS October 1, 2019 <br /> AND PAVEMENTS <br /> WO No.—UP3698 SP-157 <br />