Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I 3/8 inch 0.25 feet 0.30 feet I 1 2 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 3 The following new paragraph is inserted after the first paragraph: I 4 5 The Contracting Agency's combined aggregate bulk specific gravity(Gsb) blend as shown 6 on the HMA Mix Design will be used for VMA calculations until the Contractor submits a I 7 8 written request for a Gsb test. The new Gsb will be used in the VMA calculations for HMA from the date the Engineer receives the written request for a Gsb retest. The Contractor 9 may request aggregate specific gravity (Gsb) testing be performed by the Contracting I 10 11 Agency twice per project. The Gsb blend of the combined stockpiles will be used to calculate voids in mineral aggregate (VMA) of any HMA produced after the new Gsb is 12 determined. 13 I14 5-04.3(9)A1 Test Section — When Required, When to Stop 15 The following new row is inserted after the second row in Table 9: 16 IVMA Minimum PF; of 0.95 Nonebased on the criteria in Section 5-04.3(9)B42 I 17 18 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section 19 In Table 9a, the test property"Gradation,Asphalt Binder, and Va" is revised to read "Gradation, I 20 Asphalt Binder, VMA, and Va" 21 22 In Table 9a, the first column of the third row is revised to read: 23 I Aggregates: Sand Equivalent Uncompacted Void I Content Fracture 24 I 25 5-04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing 26 In Table 11, "Va" is revised to read "VMA and Va" 27 I 28 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) 29 The following new row is inserted above the last row in Table 12: 30 Voids in Mineral Aggregate 2 1 I (VMA) . 31 32 5-04.3(9)B7 Mixture Statistical Evaluation — Retests I 33 The second to last sentence is revised to read: 34 35 The sample will be tested for a complete gradation analysis, asphalt binder content, VMA I 36 and Va, and the results of the retest will be used for the acceptance of the HMA mixture in 37 place of the original mixture sublot sample test results. 38 I 39 5-04.3(10)A HMA Compaction — General Compaction Requirements 40 The last paragraph is revised to read: ICITY OF EVERETT AMENDMENTS PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 I STATE FUND#HLP PB17(014); COE#PW3688 Page AM-21