Laserfiche WebLink
I <br /> 1 1. Determine the arithmetic mean, Xm, for compaction of the lot: I <br /> 2 <br /> 3 X,,, = >X <br /> n <br /> 4 <br /> 5 Where: <br /> 6 x = individual compaction test values for each sublot in the lot. <br /> 7 Zx = summation of individual compaction test values <br /> 8 n = total number test values <br /> 9 <br /> 10 2. Compute the sample standard deviation, "S", for each constituent: <br /> 11 <br /> 2 ' z <br /> nLx —(Lx) <br /> 12 S = <br /> n(n-1) I <br /> 13 <br /> 14 Where: <br /> 15 Zx2= summation of the squares of individual compaction test values <br /> 16 (Zx)2 = summation of the individual compaction test values squared <br /> 17 <br /> 18 3. Compute the lower quality index (QL): <br /> 19 <br /> 20 X —LSL <br /> L S <br /> 21 <br /> 22 Where: <br /> 23 LSL = 92.0 1 <br /> 24 <br /> 25 4. Determine PL (the percent within the lower Specification limit which corresponds to <br /> 26 a given QL) from Table 1. For negative values of QL, PL is equal to 100 minus the <br /> 27 table PL. If the value of QL does not correspond exactly to a figure in the table, use <br /> 28 the next higher value. <br /> 29 <br /> 30 5. Determine the quality level (the total percent within Specification limits): <br /> 31 <br /> 32 Quality Level = PL <br /> 33 <br /> 34 6. Using the quality level from step 5, determine the composite pay factor (CPF) from <br /> 35 Table 2. <br /> 36I <br /> 37 7. If the CPF determined from step 6 is 1.00 or greater: use that CPF for the <br /> 38 compaction lot; however, the maximum HMA compaction CPF using an LSL = <br /> 39 92.0 shall be 1.05. 111 <br /> 40 <br /> 41 8. If the CPF from step 6 is not 1.00 or greater: repeat steps 3 through 6 using an <br /> 42 LSL = 91.5. The value thus determined shall be the HMA compaction CPF for that <br /> 43 lot; however, the maximum HMA compaction CPF using an LSL = 91.5 shall be <br /> 44 1.00. <br /> 45 <br /> I <br /> City of Everett Page AM-4 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />