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,.., . ., . .., . .., . .., . 'I . .., . 1"1 . r""\ . q . .., . r"1 . .., . .., . ,.., . ., . ,.., . ,.., . ...... - Table 334-8 Percent Within Limits Quality Index Percent within Limits for Selected Sample Size n = 3 n = 4 n = 5 In = 6 2.00 1 00.00 100.00 100.00 99.97 2.05 100.00 1 00.00 100.00 1 00.00 2.10 100.00 1 00.00 100.00 1 00.00 2.15 100.00 1 00.00 100.00 100.00 2.20 100.00 1 00.00 1 00.00 100.00 2.25 1 00.00 100.00 1 00.00 100.00 2.30 1 00.00 100.00 100.00 1 00.00 2.35 1 00.00 100.00 100.00 100.00 2.40 1 00.00 100.00 1 00.00 1 00.00 2.45 100.00 1 00.00 1 00.00 1 00.00 2.50 100.00 100.00 100.00 100.00 2.55 100.00 100.00 100.00 1 00.00 2.60 1 00.00 100.00 1 00.00 1 00.00 2.65 1 00.00 1 00.00 1 00.00 100.00 334-8.2.2.2 Pay Factors (PF): Pay Factors will be calculated by using the following equation: Pay Factor = (55 + 0.5 x PWL) / 100 The PWL is determined from Step (8) of 334-8.2.2.1. 334-8.3 Composite Pay Factor (CPF): A Composite Pay Factor for the LOT will be calculated based on the individual Pay Factors (PF) with the following weighting applied: 35 percent Density (D). 25 percent Air Voids (Va), 25 percent asphalt binder content (Pb), 10 percent Passing No. 200 [75 Jim] (P-200) and 5 percent Passing No.8 [2.36 mm] (8). Calculate the CPF by using the following formula: CPF = [(0.350 x PF D) + (0.250 x PF Va) + (0.250 x PF Pb) + (0.100 x PF P-200) + (0.050 x PF P-8)] Where the Pay Factor (PF) for each quality characteristic is determined in either 334-8.2.1 or 334-8.2.2, depending on the number of sublot tests. Note that the number after each multiplication will be rounded to the nearest 0.01 . The pay adjustment shall be computed by multiplying the Composite Pay Factor for the LOT by the bid price per ton [metric ton]. 334-8.4 Payment: Payment will be made under: Item No. 334- 1- Superpave Asphaltic Concrete - per ton. Item No. 2334- 1- Superpave Asphaltic Concrete - per metric ton. 09/09 01 000- 71 03-4122.F