Rodarte Construction Inc Everett Station Parking Expansion

I Voids Filled With Asphalt(VFA), % ESAL's (millions) VFA <0.3 70 80 70 80 70 80 67 80 0.3 to <3 65 78 65 78 65 78 65 78 3 73 76 65 75 65 75 65 75 Dust/Asphalt Ratio 0.6 1.6 0.6 1.6 0.6 1.6 0.6 1.6 1 1 Test Method ESAL's(millions) Number of Passes Hamburg Wheel-Track Testing, FOP for <0.3 10,000 AASHTO T 324 Minimum Number of111 Passes with no Stripping Inflection Point 0.3 to<3 12,500 and Maximum Rut Depth of 10mm >3 15,000 Indirect Tensile(IDT) Strength(psi)of Bituminous Materials FOP for ASTM D6931 175 Maximum 2 ESAL's (millions) N initial N design N maximum <0.3 <_91.5 96.0 <98.0 %Gmm 0.3 to<3 <_90.5 96.0 <_98.0 >3 <_89.0 96.0 <_98.0 111 <0.3 6 50 75 Gyratory Compaction 0.3 to<3 7 75 115 (number of gyrations) >3 8 100 160 3 N 4 9-03.8(7) HMA Tolerances and Adjustments 5 In the table in item number 1, the fifth row is revised to read: 6 Asphalt binder -0.4% to 0.5% ±0.7% 7 8 In the table in item number 1, the following new row is inserted before the last row: I 9 Voids in Mineral -1.0% Aggregate, VMA 10 11 9-03.9(1) Ballast 12 The second paragraph (up until the colon) is revised to read: 13 14 Aggregates for ballast shall meet the following test requirements: 15 16 9-03.14(4) Gravel Borrow for Structural Earth Wall 17 The second sentence of the first paragraph is revised to read: 18 19 The material shall be substantially free of shale or other soft, poor durability particles, and 20 shall not contain recycled materials, such as glass, shredded tires, concrete rubble, or 21 asphaltic concrete rubble. 22 i 23 9-O3.21(1)B Recycled Concrete Aggregate Approval and Acceptance 24 The first sentence of the second paragraph is revised to read: 25 I 26 Recycled concrete aggregate may be used as coarse aggregate or blended with coarse 27 aggregate for Commercial Concrete, Class 3000 concrete, or Cement Concrete Pavement. City of Everett Page AM-116 Amendments Everett Station 80 Stall Parking Expansion June 2019 I