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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />1. Pay factors will be calculated for asphalt binder content and the <br />percentages passing the 3/8 inch [9.50 mml, the No.4 [4.75 mmL 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 /> <br />following: <br /> <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 /> <br />Table 337-3 <br />Small Quantity Pay Table for FC-5 <br />Pay Factor 1- Test Deviation 2-Test Average Deviation <br />Asphalt Binder Content (%) <br />1.00 0.00-0.50 0.00-0.35 <br />0.90 0.51-0.60 0.36-0.42 <br />0.80 >0.60 >0.42 <br />3/8 inch [9.50 mm] Sieve (%) <br />1.00 0.00-6.50 0.00-4.60 <br />0.90 6.51-7.50 4.61-5.30 <br />0.80 >7.50 >5.30 <br />No.4 [4.75 mm] Sieve (%) <br />1.00 0.00-5.00 0.00-3.54 <br />0.90 5.01-6.00 3.55-4.24 <br />0.80 >6.00 >4.24 <br />No.8 [2.36 mm] Sieve (%) <br />1.00 0.00-3.00 0.00-2.12 <br />0.90 3.01-3.50 2.13-2.47 <br />0.80 >3.50 >2.47 <br /> <br />Table 337-4 <br />Specification Limits for FC-5 <br />Quality Characteristic Specification limits <br />Asphalt Binder Content (%l Target :t 0.45 <br />Passing 3/8 inch [9.50 mm] sieve (%) Target:t 6.00 <br />Passing No.4 [4.75 mm] sieve (%) Target :t 4.50 <br />Passing No.8 [2.36] sieve (%) Target:t 2.50 <br /> <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 /> <br />March 2007 <br /> <br />01000-80 <br /> <br />03-4122.0 <br />