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B <br />8 <br />1 <br />e <br />1. Pay factors will be calculated for asphalt binder content and the <br />percentages passing the 3/8 inch [9.50 mm], the No. 4 [4.75 mm], and the No. 8 <br />[2.36 mm] sieves only. <br />2. Table 337 -3 replaces Table 334 -6. <br />3. Table 337 -4 replaces Table 334 -7. <br />4. The Composite Pay Factor equation in 334 -8.3 is replaced with the <br />following: <br />CPF = [(0.20 x PF 3/8 inch [9.50 mm]) + (0.30 x PF No. 4 <br />[4.75 mm]) + (0.10 x PF No. 8 [2.36 mm]) + (0.40 x PF AC)] <br />Table 337 -3 <br />Small Quantity Pay Table for FC -5 <br />Pay Factor <br />11 -Test Deviation <br />2 -Test Average Deviation <br />Asphalt Binder Content (%) <br />1.00 <br />0.00 -0.50 <br />0.00 -0.3 5 <br />0.90 <br />0.51 -0.60 <br />0.36 -0.42 <br />0.80 <br />>0.60 <br />> 0.42 <br />3/8 inch [9.50 mm] Sieve ( %) <br />1.00 <br />0.00 -6.50 <br />0.00 -4.60 <br />0.90 <br />6.51 -7.50 <br />4.61 -5.30 <br />0.80 <br />> 7.50 <br />> 5.30 <br />No. 4 [4.75 mm] Sieve (%) <br />1.00 <br />0.00 -5.00 <br />0.00 -3.54 <br />0.90 <br />5.01 -6.00 <br />3.55 -4.24 <br />0.80 <br />> 6.00 <br />> 4.24 <br />No. 8 [2.36 mm] Sieve ( %) <br />1.00 <br />0.00 -3.00 <br />0.00-2.12 <br />0.90 <br />3.01 -3.50 <br />2.13 -2.47 <br />0.80 <br />> 3.50 <br />> 2.47 <br />Table 337 -4 <br />Specification Limits for FC -5 <br />Quality Characteristic <br />Specification Limits <br />Asphalt Binder Content f %) <br />Target ± 0.45 <br />Passing 3/8 inch [9.50 mm] sieve (%) <br />Target ± 6.00 <br />Passing No. 4 [4.75 mm] sieve ( %) <br />Target ± 4.50 <br />Passing No. 8 [2.36] sieve ( %) <br />ITarget ± 2.50 <br />337 -12.4 Payment: Payment will be made under: <br />Item No. 337- 7- Asphaltic Concrete Friction Course -per ton. <br />Item No. 2337- 7- Asphaltic Concrete Friction Course -per metric ton. <br />March 2007 <br />• ••• :• <br />03-4122.D ; <br />