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Reso 2007-1103
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Reso 2007-1103
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Last modified
11/6/2015 2:31:40 PM
Creation date
10/29/2007 11:00:34 AM
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CityClerk-Resolutions
Resolution Type
Resolution
Resolution Number
2007-1103
Date (mm/dd/yyyy)
05/17/2007
Description
SR826 Project Bid Award & Agrmt w-Williams Paving (Bid# 07-03-02 $2,863,958.70)
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V <br />Il <br />Ih <br />I' <br />II' <br />IP <br />II' <br />�I <br />II <br />1 <br />I <br />I <br />i <br />i <br />n 1(,Y')— (I x) 2 <br />s= <br />n(n —1) <br />(3) Calculate the upperi quality index (Qu): <br />USL - X <br />OU _ <br />S <br />(4) Calculate the lower <br />0L _ X — LSL <br />S <br />quality index (QL): <br />(5) From Table 334 -8, determine the percentage of work below the USL (Pu). <br />(6) From Table 334 -8� determine percentage of work above the LSL (PL) <br />Note: If USL or LSL is not specified; percentages within (USL or LSL) will be 100. <br />(7) If Qu or QL is a negative number, then calculate the percent within limits <br />for Qu or QL as follows: enter Table 334 -8 with the positive value of Qu or QL and obtain <br />the corresponding percent within limits for the proper sample size. Subtract this number <br />from 100.00. The resulting number is the value to be used in the next step (Step 8) for the <br />calculation of quality level. <br />(8) Calculate the percent within limits (PWL) = (Pu + PL) - 100 <br />(9) Calculate the Pay Factor (PF) for each quality characteristic using the <br />equation given in 334 - 8.2.2.2. <br />Table 334 -7 <br />Specification Limits <br />Quality Index <br />Percent within Limits for Selected Sample Size <br />Quality Characteristic <br />n= 4 <br />Specification Limits <br />Passing No. 8 [2.36 mm] sieve ( percent) <br />Target <br />± 3.1 <br />Passing No. 200 [75 m] sieve ( percent) <br />Target <br />± 1.0 <br />Asphalt Content ( percent) <br />Target <br />± 0.40 <br />Air Voids — Coarse Mixes ( percent) <br />4.00 ± <br />1.40 <br />Air Voids — Fine Mixes ( percent) <br />4.00 ± <br />1.20 <br />Density — Coarse Mixes ( percent of Gmm): <br />94.50 <br />± 1.30 <br />Density — Fine Mixes ( percent of Gmm): <br />93.00 <br />+ 2.00, - 1.20 0 ) <br />Note (1): If the Engineer (or Contract Documents) limits compaction to the static mode <br />only, the specification limits are as follows: 92.00 + 3.00, -1.20. No additional <br />compensation, cost or time, shall be made. <br />Table 334 -8 <br />Percent Within Limits <br />Quality Index <br />Percent within Limits for Selected Sample Size <br />n= 3 <br />n= 4 <br />n= 5 <br />n= 6 <br />0.00 <br />50.00 <br />50.00 <br />50.00 <br />50.00 <br />0.05 <br />51.38 <br />51.67 <br />51.78 <br />51.84 <br />March 2007 <br />H•1• •! <br />03-4122.D <br />
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