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1 1 <br /> 2 The last two paragraphs are revised to read: <br /> I 3 <br /> 4 Determine the Compaction Price Adjustment (CPA) from the table below, selecting the <br /> 5 equation for CPA that corresponds to the value of CPF determined above. <br /> I 6 <br /> Calculating HMA Compaction Price Adjustment (CPA) <br /> Value of CPF Equation for Calculating CPA <br /> I When CPF > 1.00 CPA= [0.80 x (CPF — 1.00)] x Q x <br /> UP <br /> When CPF = 1.00 CPA= $0 <br /> I When CPF < 1.0 CPA= [0.40 x (CPF — 1.00)] x Q x <br /> UP I <br /> 7 <br /> I 8 Where <br /> 9 CPA = Compaction Price Adjustment for the compaction lot ($) <br /> 10 CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) <br /> 11 Q = Quantity in the compaction lot (tons) <br /> 12 UP = Unit price of the HMA in the compaction lot ($/ton) <br /> 13 <br /> 14 5-05.AP5 <br /> 1 15 Section 5-05, Cement Concrete Pavement <br /> 16 January 3, 2017 <br /> 1 17 5-05.3(1) Concrete Mix Design for Paving <br /> 18 In last sentence of the second paragraph of item number 1, the reference to "Section 9- <br /> 19 01.2(4)" is revised to read "Section 9-01.2(1)B". <br /> I 20 <br /> 21 The following is inserted after item number 2: <br /> 22 <br /> I 23 3. Mix Design Modifications - The Contractor may initiate adjustments to the <br /> 24 aggregate proportions of the approved mix design. An adjustment in both the fine <br /> 25 and coarse aggregate batch target weights of plus or minus 200 pounds per cubic <br /> I26 yard will be allowed without resubmittal of the mix design. The adjusted aggregate <br /> 27 weights shall become the new batch target weights for the mix design. <br /> 28 <br /> I 29 Item number 3 is renumbered to 4 and revised (up until the table) to read: <br /> 30 <br /> 31 4. Conformance to Mix Design - Cement and coarse and fine aggregate weights <br /> 32 shall be within the following tolerances of the batch target weights of the mix <br /> 1 33 design: <br /> 34 <br /> Portland Cement Concrete Batch Weights <br /> 11 Cement +5% 1 <br /> Coarse Aggregate +2% -2% <br /> Fine Aggregate +2% -2% <br /> I 35 <br /> 36 5-05.3(3)B Mixing Equipment <br /> 37 The last sentence of item number 4 is revised to read: <br /> I 38 <br /> 39 Plant-mixed concrete may be transported in nonagitated vehicles provided that the <br /> 40 concrete is in a workable condition when placed and: <br /> 1 41 <br /> HOT MIX ASPHALT OVERLAY-2018 PAGE 13 OF 53 March 6,2018 <br /> I WORK ORDER#3667 <br /> AMENDMENTS TO STANDARD PROVISIONS <br />