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S where it is impractical to cut five cores per sublot, obtain a minimum of three cores per sublot at random locations , as identified by the Engineer. These independent cores will be obtained from the same LOTs and sublots as the Independent Verification Plant samples , or as directed by the Engineer. The density of these cores will be obtained as described in 334 - 5 . 1 . 1 . If the average of the results for the sublot does not meet the requirements of Table 334 - 5 for density, cease production of the asphalt mixture until the problem is adequately resolved (to the satisfaction of the Engineer) , unless it can be demonstrated to the satisfaction of the Engineer that the problem can immediately be (or already has been) resolved. Address any material represented by the failing test results in accordance with 334- 5 . 9 . 5 . 334-5 .8 Surface Tolerance : The asphalt mixture will be accepted on the roadway with respect to surface tolerance in accordance with the applicable requirements of 330 - 12 . 334-5 . 9 Minimum Acceptable Quality Levels : 334-5. 9 . 1 Pay Factors Below 0 . 90 : In the event that an individual pay factor for any quality characteristic of a LOT falls below 0 . 90 , take steps to correct the situation and report the actions to the Engineer. In the event that the pay factor for the same quality characteristic for two consecutive LOTs is below 0 . 90 , cease production of the asphalt mixture until the problem is adequately resolved (to the satisfaction of the Engineer), unless it can be demonstrated to the satisfaction of the Engineer that the problem can immediately be (or already has been) resolved. Actions taken must be approved by the Engineer before production resumes . 334-5 .9 .2 Composite Pay Factors Less Than 0 .90 and Greater Than or Equal to 0 .80 : If the composite pay factor for the LOT is less than 0 . 90 and greater than or equal to 0 . 80 , cease production of the asphalt mixture until the problem is adequately resolved (to the satisfaction of the Engineer) , unless it can be demonstrated to the satisfaction of the Engineer that the problem can immediately be (or already has been) resolved. Actions taken must be approved by the Engineer before production resumes . 334-5 .9 .3 Composite Pay Factors Less Than 0 .80 and Greater Than or Equal to 0 . 75 % If the composite pay factor for the LOT is less than 0 . 80 and greater than or equal to 0 . 75 , address the defective material in accordance with 334 - 5 . 9 . 5 . 334-5 .9 .4 Composite Pay Factors Less Than 0 .75 : If the composite pay factor for the LOT is less than 0 . 75 , remove and replace the defective LOT at no cost to the Department, or as approved by the Engineer. 334-5 .9 .5 Defective Material : Assume responsibility for removing and replacing all defective material placed on the project, at no cost to the Department . As an exception to the above and upon approval of the Engineer, obtain an engineering analysis by an independent laboratory (as approved by the Engineer) to determine the disposition of the material . The engineering analysis must be signed and sealed by a Professional Engineer licensed in the State of Florida. The Engineer may determine that an engineering analysis is not necessary or may perform an engineering analysis to determine the disposition of the material . Any material that remains in place will be accepted with a composite pay factor as determined by 334 - 8 , or as determined by the Engineer. If the defective material is due to a gradation, asphalt binder content or density failure , upon approval of the Engineer the Contractor may perform delineation tests on roadway cores in lieu of an engineering analysis to determine the limits of the defective material that requires removal and replacement . Prior to any delineation testing, all sampling locations shall be approved by the Engineer. All delineation sampling and testing shall be - 95 - FPID ( S ) : 423186 - 1 - 58 - 01 r �