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1 calculate voids in mineral aggregate (VMA) of anyHMA produced after the new Gsb is <br /> g <br /> 2 determined. <br /> 3 <br /> 4 5-04.3(9)A1 Test Section — When Required, When to Stop <br /> 5 The following new row is inserted after the second row in Table 9: <br /> 6 <br /> VMA Minimum PF; of 0.95 None4 <br /> based on the criteria in <br /> Section 5-04.3(9)B42 <br /> 7 <br /> 8 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section <br /> 9 In Table 9a, the test property "Gradation, Asphalt Binder, and Va" is revised to read "Gradation, <br /> 10 Asphalt Binder, VMA, and Va" <br /> 11 <br /> 12 In Table 9a, the first column of the third row is revised to read: <br /> 13 <br /> Aggregates: <br /> Sand Equivalent <br /> Uncompacted Void Content <br /> Fracture <br /> 14 <br /> 15 5-04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing <br /> 16 In Table 11, "Va" is revised to read "VMA and Va" <br /> 17 <br /> 18 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) <br /> 19 The following new row is inserted above the last row in Table 12: <br /> 20 <br /> Voids in Mineral Aggregate 2 <br /> (VMA) I <br /> 21 <br /> 22 5-04.3(9)B7 Mixture Statistical Evaluation — Retests <br /> 23 The second to last sentence is revised to read: <br /> 24 <br /> 25 The sample will be tested for a complete gradation analysis, asphalt binder content, VMA <br /> 26 and Va, and the results of the retest will be used for the acceptance of the HMA mixture in <br /> 27 place of the original mixture sublot sample test results. <br /> 28 <br /> 29 5-04.3(10)A HMA Compaction — General Compaction Requirements <br /> 30 The last paragraph is revised to read: <br /> 31 <br /> 32 On bridge decks and on roadway approaches within five feet of a bridge/back of pavement <br /> 33 seat, rollers shall not be operated in a vibratory mode, defined as a mode in which the drum <br /> 34 vibrates vertically. However, unless otherwise noted on the plans, rollers may be operated <br /> 35 in an oscillatory mode, defined as a mode in which the drum vibrates in the horizontal <br /> 36 direction only. <br /> 37 <br /> 38 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots <br /> 39 The bulleted item in the fourth paragraph is revised to read: <br /> 40 I <br /> City of Everett Page AM-22 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br />