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(07-03-02) State Road 826/SIBlvd. Project
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Last modified
1/27/2011 2:47:00 PM
Creation date
1/27/2011 2:45:05 PM
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CityClerk-Bids_RFP_RFQ
Project Name
State Road 826/SIBlvd. Project
Bid No. (xx-xx-xx)
07-03-02
Project Type (Bid, RFP, RFQ)
Bid
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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 />Table 334-8 <br />Percent Within Limits <br />Quality Index Percent within Limits for Selected Sample Size <br />n = 3 n = 4 n = 5 n = 6 <br />1.85 100.00 100.00 1 00.00 99.36 <br />1.90 100.00 100.00 100.00 99.65 <br />1.95 1 00.00 100.00 1 00.00 99.85 <br />2.00 1 00.00 100.00 100.00 99.97 <br />2.05 100.00 100.00 1 00.00 100.00 <br />2.10 1 00.00 1 00.00 100.00 100.00 <br />2.15 100.00 100.00 100.00 1 00.00 <br />2.20 100.00 100.00 1 00.00 1 00.00 <br />2.25 100.00 100.00 100.00 1 00.00 <br />2.30 100.00 100.00 1 00.00 1 00.00 <br />2.35 1 00.00 1 00.00 100.00 1 00.00 <br />2.40 100.00 100.00 100.00 1 00.00 <br />2.45 100.00 100.00 1 00.00 1 00.00 <br />2.50 1 00.00 1 00.00 100.00 1 00.00 <br />2.55 1 00.00 1 00.00 100.00 1 00.00 <br />2.60 100.00 100.00 100.00 1 00.00 <br />2.65 100.00 100.00 1 00.00 100.00 <br /> <br />334-8.2.2.2 Pay Factors (PF): Pay Factors will be calculated by using <br />the following equation: <br /> <br />Pay Factor = (55 + 0.5 x PWL) / 100 <br /> <br />The PWL is determined from Step (8) of 334-8.2.2.1. <br />334-8.3 Composite Pay Factor (CPF): A Composite Pay Factor for the LOT will be <br />calculated based on the individual Pay Factors (PF) with the following weighting applied: <br />35 percent Density (0), 25 percent Air Voids (Va), 25 percent asphalt binder content (PbJ, <br />10 percent Passing No. 200 [75.um] (P-200) and 5 percent Passing No.8 [2.36 mm] !P-s). <br />Calculate the CPF by using the following formula: <br /> <br />CPF = [(0.350 x PF D) + (0.250 x PF Va) + (0.250 x PF Pb) + (0.100 x PF P-200) <br />+ (0.050 x PF P-s)] <br />Where the Pay Factor (PF) for each quality characteristic is determined in <br />either 334-8.2.1 or 334-8.2.2, depending on the number of sublot tests. Note that the <br />number after each multiplication will be rounded to the nearest 0.01. <br />The pay adjustment shall be computed by multiplying the Composite Pay <br />Factor for the LOT by the bid price per ton [metric ton]. <br />334-8.4 Payment: Payment will be made under: <br />Item No. 334- 1- Superpave Asphaltic Concrete - per ton. <br />Item No. 2334- 1- Superpave Asphaltic Concrete - per metric ton. <br /> <br />March 2007 <br /> <br />01 000- 71 <br /> <br />03-4122.0 <br />
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