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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 />Perform all calculations with the Department's Asphalt Plant - Pay Factor Worksheets <br />(Form No. 675-030-22). <br />334-8.2 Pay Factors: <br />334-8.2.1 Two or Less Sublot Test Results: In the event that two or less <br />sublot test results are available for a LOT, Pay Factors will be determined based on Table <br />334-6, using the average of the accumulated deviations from the target value. (Deviations <br />are absolute values with no plus or minus signs.) Use the 1-Test column when there is only <br />one sublot test result and use the 2-Tests column when there are two sublots. <br /> <br />Table 334-6 <br />Small Quantity Pay Table <br />Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation <br />Asphalt Binder Content <br />1.05 0.00-0.23 0.00-0.16 <br />1.00 0.24-0.45 0.17-0.32 <br />0.90 0.46-0.55 0.33-0.39 <br />0.80 >0.55 >0.39 <br />No.8 [2.36 mm] Sieve <br />1.05 0.00-2.25 0.00-1.59 <br />1.00 2.26-4.50 1.60-3.18 <br />0.90 4.51-5.50 3.19-3.89 <br />0.80 >5.50 >3.89 <br />No. 200 [75 /1m] Sieve <br />1.05 0.00-0.55 0.00-0.39 <br />1.00 0.56-1.10 0.40-0.78 <br />0.90 1 .11 -1 .50 0.79-1.06 <br />0.80 > 1.50 > 1.06 <br />Air Voids (Coarse Mixes) <br />1.05 0.00-0.55 0.00-0.39 <br />1.00 0.56-1.10 0.40-0.78 <br />0.90 1 . 1 1 - 2 .00 0.79-1.41 <br />0.80 2.01-2.25 1 .42-1 .59 <br />0.70 2.26-2.50 1.60-1.77 <br />0.55 >2.50 > 1.77 <br />Air Voids (Fine Mixes) <br />1.05 0.00-0.50 0.00-0.35 <br />1.00 0.51 -1 .00 0.36-0.71 <br />0.90 1.01-1.70 0.72-1.20 <br />0.80 1 .71 - 2.00 1.21-1.41 <br />0.70 2.01-2.50 1.42-1.77 <br />0.55 >2.50 > 1.77 <br />Density (Coarse Mixes) Note (1) <br />1.05 0.00-0.50 0.00-0.35 <br />1.00 0.51 -1 .00 0.36-0.71 <br />0.95 1.01-1.50 0.72-1.06 <br />0.90 > 1.50 > 1.06 <br />Density (Fine Graded Mixtures) Note (1) <br /> <br />March 2007 <br /> <br />01000-67 <br /> <br />03-4122.0 <br />