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1 HMA 5-04.3(10)C1 Com action Statistical Evaluation — Lots and Sublots <br /> P <br /> 2 The bulleted item in the fourth paragraph is revised to read: <br /> 3 <br /> 4 • For a compaction lot in progress with a compaction CPF less than 0.75 using an <br /> 5 LSL = 91.0, a new compaction lot will begin at the Contractor's request after the <br /> 1 6 Engineer is satisfied that material conforming to the Specifications can be <br /> 7 produced. See also Section 5-04.3(11)F. <br /> 8 <br /> 9 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing <br /> 10 In the table, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". <br /> 11 <br /> 12 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments <br /> 13 In the first paragraph, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for <br /> 14 AASHTO T 355". <br /> 15 <br /> 16 The first sentence in the second paragraph is revised to read: <br /> 17 <br /> 18 For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not <br /> 19 meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in <br /> 20 accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay <br /> 21 Factor (CPF). <br /> 1 22 <br /> 23 The last two paragraphs are revised to read: <br /> 24 <br /> 1 25 Determine the Compaction Price Adjustment (CPA) from the table below, selecting the <br /> 26 equation for CPA that corresponds to the value of CPF determined above. <br /> 27 <br /> Calculating HMA Compaction Price Adjustment (CPA) <br /> Value of CPF Equation for Calculating CPA <br /> When CPF > 1.00 CPA= [0.80 x (CPF — 1.00)] x Q x <br /> ' When CPF = 1.00 UPCPA= $0 <br /> When CPF < 1.0 ! CPA= [0.40 x (CPF — 1.00)] x Q x <br /> UP <br /> 28 <br /> 29 Where <br /> 30 CPA = Compaction Price Adjustment for the compaction lot ($) <br /> 31 CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) <br /> 32 Q = Quantity in the compaction lot (tons) <br /> 33 UP = Unit price of the HMA in the compaction lot ($/ton) <br /> 34 <br /> 35 5-04.3(13) Surface Smoothness <br /> 36 The second to last paragraph is revised to read: <br /> 37 <br /> 38 When concrete pavement is to be placed on HMA, the surface tolerance of the HMA <br /> 39 shall be such that no surface elevation lies above the Plan grade minus the specified <br /> 40 Plan depth of concrete pavement. Prior to placing the concrete pavement, bring any <br /> 41 such irregularities to the required tolerance by grinding or other means allowed by the <br /> 42 Engineer. <br /> 1 43 <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 14 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> WSDOT AMENDMENTS Rev 4/2/18 <br />