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4�i pretreated in conformance with these specifications . Include also the date the material was pretreated. 33740 Failing Material. Meet the requirements of 334 - 5 . 9 . For FC - 5 , use the Master Production Range defined in Table 337 -2 in lieu of Table 334 - 5 . 33741 Method of Measurement. For the work specified under this Section (including the pertinent provisions of Sections 320 and 330) , the quantity to be paid for will be the weight of the mixture , in tons . The pay quantity will be based on the project average spread rate , limited to a maximum of 105 % of the spread rate determined in accordance with 337 - 8 or as set by the Engineer. The project average spread rate is calculated by totaling the arithmetic mean of the average daily spread rate values for each layer. The bid price for the asphalt mix will include the cost of the asphalt binder (asphalt rubber (or polymer) , asphalt cement, ground tire rubber, anti- stripping agent, blending and handling) and the tack coat application as directed in 300 - 8 , as well as fiber stabilizing additive and hydrated lime (if required) . There will be no separate payment or unit price adjustment for the asphalt binder material in the asphalt mix . The weight will be determined as provided in 320-2 (including the provisions for the automatic recordation system) . Prepare a Certification of Quantities , using the Department ' s current approved form, for the certified asphalt concrete friction course pay item . Submit this certification to the Engineer no later than Twelve O ' clock noon Monday after the estimate cut-off or as directed by the Engineer, based on the quantity of asphalt produced and accepted on the roadway per Contract. The certification must include the Contract Number, FPID Number, Certification Number, Certification Date , period represented by Certification and the tons produced for each asphalt pay item . 33742 Basis of Payment. 33742 . 1 General : Price and payment will be full compensation for all the work specified under this Section (including the applicable requirements of Sections 320 and 330) . Based upon the quality of the material, a pay adjustment will be applied to the bid price of the material as determined on a LOT by LOT basis . The pay adjustment will be assessed by calculating a Pay Factor for individual quality characteristics . The pay adjustment will be computed by multiplying a Composite Pay Factor for the LOT by the bid price per ton . Perform all calculations with the Department ' s Asphalt Plant - Pay Factor Worksheets . 337- 12 . 2 FC-9 .5 and FC42 . 5 : Meet the requirements of 334 - 8 . 33742 .3 FC-5 : Meet the requirements of 334 - 8 with the following exceptions : 1 . Pay factors will be calculated for asphalt binder content and the percentages passing the 3 /8 inch, the No . 4 , and the No . 8 sieves only. 2 . The Small Quantity Pay Table for FC - 5 Mixtures replaces the Small Quantity Pay Table for Dense Graded Mixtures in the Department ' s Asphalt Plant - Pay Factor Worksheets . 3 . Table 337 -3 replaces Table 334 - 7 . 4 . The Composite Pay Factor equation in 334 - 8 . 3 is replaced with the following : CPF = [ (0 . 20 x PF 3 / 8 inch) + (0 . 30 x PF No . 4) + (0 . 10 x PF No . 8 ) + - 109 - FPID ( S ) : 423186 - 1 - 58 -01