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monitored and verified by the Engineer. The minimum limit of removal of defective material is <br /> fifty- feet either side of the failed sample . For materials that are defective due to air voids , an <br /> engineering analysis is required. <br /> When evaluating defective material by engineering analysis or <br /> delineation testing, at a minimum, evaluate all material located between passing Quality Control , <br /> Process Control or Independent Verification test results . Exceptions to this requirement shall be <br /> approved by the Engineer. <br /> 334-6 Comparison Testing. <br /> At the start of the project (unless waived by the Engineer) and at other times as <br /> determined necessary by the Engineer, provide split samples for comparison testing with the <br /> Engineer. The purpose of these tests is to verify that the testing equipment is functioning <br /> properly and that the testing procedures are being performed correctly. In the event that the <br /> Engineer determines that there is a problem with the Contractor ' s testing equipment and/or <br /> testing procedures , immediately correct the problem to the Engineer ' s satisfaction . In the event <br /> that the problem is not immediately corrected, cease production of the asphalt mixture until the <br /> problem is adequately resolved to the satisfaction of the Engineer. <br /> If so agreed to by both the Contractor and the Engineer, the split sample used for <br /> comparison testing may also be used for the Quality Control sample . The split sample used for <br /> comparison testing will also meet the requirements for Independent Verification Testing <br /> described in 334- 5 . 7 . <br /> 334.7 Method of Measurement. <br /> For the work specified under this Section (including the pertinent provisions of <br /> Sections 320 and 330) , the quantity to be paid for will be the weight of the mixture, in tons . The <br /> pay quantity will be based on the project average spread rate, excluding overbuild, limited to a <br /> maximum of 105 % of the spread rate determined in accordance with 334 - 1 . 4 or as set by the <br /> Engineer. The project average spread rate is calculated by totaling the arithmetic mean of the <br /> average daily spread rate values for each layer. <br /> The bid price for the asphalt mix will include the cost of the liquid asphalt or the asphalt <br /> recycling agent and the tack coat application as directed in 300 - 8 . There will be no separate <br /> payment or unit price adjustment for the asphalt binder material in the asphalt mix . For the <br /> calculation of unit price adjustments of bituminous material, the average asphalt content will be <br /> based on the percentage specified in 9 -2 . 1 . 2 . The weight will be determined as provided in 320 -2 <br /> (including the provisions for the automatic recordation system) . <br /> Prepare a Certification of Quantities , using the Department ' s current approved form, for <br /> the certified Superpave asphalt concrete pay item . Submit this certification to the Engineer no <br /> later than Twelve O ' clock noon Monday after the estimate cut- off or as directed by the Engineer, <br /> based on the quantity of asphalt produced and accepted on the roadway per Contract . The <br /> certification must include the Contract Number, FPID Number, Certification Number, <br /> Certification Date , period represented by Certification and the tons produced for each asphalt pay <br /> item . <br /> 334-8 Basis of Payment. <br /> 334- 8 . 1 General : Price and payment will be full compensation for all the work specified <br /> under this Section (including the applicable requirements of Sections 320 and 330) . <br /> - 96- <br /> FPID ( S ) : 4231864 - 58 - 01 <br />