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..., . ., . 1. Pay factors will be calculated for asphalt binder content and the percentages passing the 3/8 inch [9.50 mmL the No.4 [4.75 mmL and the No.8 ., [2.36 mm] sieves only. . 2. Table 337-3 replaces Table 334-6. 3. Table 337-4 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 [9.50 mm]) + (0.30 x PF No.4 . [4.75 mm]) + (0.10 x PF No.8 [2.36 mm]) + (0.40 x PF AC)] .., . Table 337-3 Small Quantity Pay Table for FC-5 Pay Factor 1-Test Deviation 2-Test Average Deviation Asphalt Binder Content (%) 1.00 0.00-0.50 0.00-0.35 0.90 0.5 1 -0.60 0.36-0.42 0.80 >0.60 >0.42 3/8 inch [9.50 mm] Sieve (%) 1.00 0.00-6.50 0.00-4.60 0.90 6.51-7.50 4.61-5.30 0.80 >7.50 >5.30 No.4 [4.75 mm] Sieve (%) 1.00 0.00-5.00 0.00-3.54 0.90 5.01-6.00 3.55-4.24 0.80 >6.00 >4.24 No.8 [2.36 mm] Sieve (%) 1.00 0.00-3.00 0.00-2.12 0.90 3.01-3.50 2.13-2.47 0.80 >3.50 > 2.47 ..., . 1"1 . ., . ..., . 1"'1 . " . .., Table 337-4 Specification Limits for FC-5 Quality Characteristic Specification Limits Asphalt Binder Content (%) Target :t 0.45 Passing 3/8 inch [9.50 mm] sieve (%) Target + 6.00 Passing No.4 [4.75 mm] sieve (%) Target:t 4.50 Passing No.8 [2.36] sieve (%) Target:t 2.50 ,., . . ..., . . 337-12.4 Payment: Payment will be made under: Item No. 337- 7- Asphaltic Concrete Friction Course -per ton. Item No. 2337- 7- Asphaltic Concrete Friction Course -per metric ton. ..., I' . ,.., . II . 09/09 01000-80 03-4122.F