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Ell <br />s <br />a <br />'II <br />1p. <br />0 <br />IN <br />�IIP <br />U <br />Table 334 -8 <br />Percent Within Limits <br />Quality Index <br />Percent within Limits for Selected Sample Size <br />n= 3 <br />n= 4 <br />n= 5 <br />n= 6 <br />1.85 <br />100.00 <br />100.00 <br />100.00 <br />99.36 <br />1.90 <br />100.00 <br />100.00 <br />100.00 <br />99.65 <br />1.95 <br />100.00 <br />100.00 <br />100.00 <br />99.85 <br />2.00 <br />100.00 <br />100.00 <br />100.00 <br />99.97 <br />2.05 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.10 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.15 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.20 <br />100.00 <br />100.00 1100.00 <br />100.00 <br />2.25 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.30 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.35 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.40 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.45 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.50 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.55 1100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.60 1100.00 <br />100.00 <br />100.00 <br />100.00 <br />2.65 1100.00 <br />100.00 <br />100.00 <br />100.00 <br />334 - 8.2.2.2 Pay Factors (PF): Pay Factors will be. calculated by using <br />the following equation: <br />Pay Factor = (55 + 0.5 x PWL) / 100 <br />The PWL is determined from Step (8) of 334-8.2.2.1. <br />334 -8.3 Composite Pay Factor (CPF): A Composite Pay Factor for the LOT will be <br />calculated based on the individual Pay Factors (PF) with the following weighting applied: <br />35 percent Density (D), 25 percent Air Voids (V.), 25 percent asphalt binder content (Pb), <br />10 percent Passing No. 200 [75 Nm] (P -zoo) and 5 percent Passing No. 8 [2.36 mm] (P -8). <br />Calculate the CPF by using the following formula: <br />CPF = [(0.350 x PF D) + (0.250 x PF Va) + (0.250 x PF Pb) + (0.100 x PF P -too) <br />+ (0.050 x PF P -8)] <br />Where the Pay Factor (PF) for each quality characteristic is determined in <br />either 334 -8.2.1 or 334 - 8.2.2, depending on the number of sublot tests. Note that the <br />number after each multiplication will be rounded to the nearest 0.01 . <br />The pay adjustment shall be computed by multiplying the Composite Pay <br />Factor for the LOT by the bid price per ton [metric ton]. <br />334 -8.4 Payment: Payment will be made under: <br />Item No. 334- 1- Superpave Asphaltic Concrete - per ton. <br />Item No. 2334- 1- Superpave Asphaltic Concrete - per metric ton. <br />March 2007 01000 -71 03- 4122.D <br />