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1 to or smaller than the maximum allowable aggregate size (100 I <br /> 2 percent passing sieve) of the HMA mixture. The USL and LSL shall <br /> 3 be calculated using the Job Mix Formula Tolerances (for Statistical <br /> 4 Evaluation) in Section 9-03.8(7). <br /> 5 <br /> 6 If a constituent is not measured in accordance with these <br /> 7 Specifications, its individual pay factor will be considered 1.00 in <br /> 8 calculating the Composite Pay Factor (CPF). <br /> 9 I 10 5-04.3(9)65 Mixture Statistical Evaluation — Composite Pay <br /> 11 Factors (CPF) <br /> 12 Comply with Section 1-06.2(2). <br /> 13 <br /> 14 In accordance with Section 1-06.2(2)D4, the Contracting Agency will <br /> 15 determine a Composite Pay Factor (CPF) for each mixture lot from <br /> 16 the pay factors calculated in Section 5-04.3(9)B4, using the price <br /> 17 adjustment factors in Table 12. Unless otherwise specified, the <br /> 18 maximum CPF for HMA mixture shall be 1.05. <br /> 19 <br /> Table 12 <br /> HMA Mixture Price Adjustment Factors <br /> Constituent Factor "f" <br /> I <br /> All aggregate passing: 11/2", 1", 3/4', '/2", <br /> %" and No.4 sieves 2 <br /> All aggregate passing No. 8 sieve 15 <br /> All aggregate passing No. 200 sieve 20 <br /> Asphalt binder 40 <br /> Air Voids (Va) 20 <br /> 20 <br /> 21 5-04.3(9)66 Mixture Statistical Evaluation — Price Adjustments <br /> 22 For each HMA mixture lot, a Job Mix Compliance Price Adjustment <br /> 23 will be determined and applied, as follows: <br /> 24 <br /> 25 JMCPA = [0.60 x (CPF — 1.00)] x Q x UP <br /> 26 <br /> 27 Where <br /> 28 I 29 JMCPA = Job Mix Compliance Price Adjustment for a given lot of <br /> 30 mixture ($) <br /> 31 CPF = Composite Pay factor for a given lot of mixture <br /> 32 (maximum is 1.05) 1 <br /> 33 Q = Quantity in a given lot of mixture (tons) <br /> 34 UP = Unit price of the HMA in a given lot of mixture ($/ton) <br /> 35 <br /> 36 5-04.3(9)67 Mixture Statistical Evaluation — Retests <br /> 37 The Contractor may request that a mixture sublot be retested. To <br /> 38 request a retest, submit a written request to the Contracting Agency <br /> 39 within 7 calendar days after the specific test results have been posted II <br /> 40 to the website or emailed to the Contractor, whichever occurs first. <br /> 41 The Contracting Agency will send a split of the original acceptance <br /> 42 sample for testing by the Contracting Agency to either the Region <br /> 43 Materials Laboratory or the State Materials Laboratory as determined <br /> I <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />