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I <br /> 1 <br /> 2 On bridge decks and on roadway approaches within five feet of a bridge/back of pavement <br /> 3 seat, rollers shall not be operated in a vibratory mode, defined as a mode in which the <br /> 4 drum vibrates vertically. However, unless otherwise noted on the plans, rollers may be <br /> 5 operated in an oscillatory mode, defined as a mode in which the drum vibrates in the <br /> 6 horizontal direction only. <br /> 7 <br /> 8 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots <br /> 9 The bulleted item in the fourth paragraph is revised to read: <br /> 10 <br /> 11 • For a compaction lot in progress with a compaction CPF less than 0.75 using an LSL <br /> 12 = 91.5, a new compaction lot will begin at the Contractor's request after the Engineer <br /> 13 is satisfied that material conforming to the Specifications can be produced. See also <br /> 14 Section 5-04.3(11)F. <br /> 15 <br /> 16 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing <br /> 17 In the table, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". <br /> 18 <br /> 19 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments <br /> 20 In the first paragraph, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO <br /> 21 T 355". <br /> 22 <br /> 23 The first sentence in the second paragraph is revised to read: <br /> 24 '25 For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not <br /> 26 meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in <br /> 27 accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay Factor <br /> 28 (CPF). ' <br /> 29 <br /> 30 The last two paragraphs are revised to read: <br /> 31 <br /> 32 Determine the Compaction Price Adjustment (CPA) from the table below, selecting the <br /> 33 equation for CPA that corresponds to the value of CPF determined above. <br /> 34 <br /> Calculating HMA Compaction Price Adjustment (CPA) <br /> Value of CPF j Equation for Calculating CPA <br /> When CPF > 1.00 I CPA= [1.00 x (CPF — 1.00)] x Q x <br /> UP <br /> When CPF = 1.00 CPA= $0 <br /> When CPF < 1.0 CPA= [0.60 x (CPF— 1.00)] x Q x <br /> UP <br /> 35 <br /> 36 Where <br /> 37 CPA= Compaction Price Adjustment for the compaction lot ($) <br /> 38 CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) <br /> 39 Q = Quantity in the compaction lot (tons) <br /> 40 UP = Unit price of the HMA in the compaction lot ($/ton) <br /> 41 <br /> 42 5-04.3(10)C4 HMA Statistical Compaction — Requests for Retesting <br /> 43 The first sentence is revised to read: <br /> 44 <br /> CITY OF EVERETT AMENDMENTS <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> STATE FUND#HLP PB17(014); COE#PW3688 Page AM-22 <br />