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I <br /> Voids in Mineral I <br /> 15.0 14.0 13.0 12.0 <br /> Aggregate(VMA), <br /> Voids Filled With Asphalt(VFA), % <br /> ESAL's (millions) VFA <br /> <0.3 70 80 70 80 70 80 67 80 <br /> 0.3 to< 3 65 78 65 78 65 78 65 78 <br /> >-3 73 76 65 75 65 75 65 75 <br /> Dust/Asphalt Ratio 0.6 1.6 0.6 1.6 0.6 1.6 0.6 1.6 <br /> 1 1 Test Method ESAL's (millions) Number of Passes <br /> Hamburg Wheel-Track Testing, FOP for <0.3 10,000 <br /> AASHTO T 324 Minimum Number of <br /> Passes with no Stripping Inflection 0.3 to<3 12,500111 <br /> Point and Maximum Rut Depth of 3 15,000 <br /> 10mm <br /> Indirect Tensile(IDT)Strength (psi)of Bituminous Materials FOP for ASTM 175 Maximum <br /> I <br /> D6931 <br /> 2 <br /> ESAL's (millions) N initial N design N maximum 1 <br /> <0.3 <_91.5 96.0 5_98.0 <br /> %Gmm 0.3 to <3 5_90.5 96.0 <_98.0 <br /> >>-3 5_89.0 96.0 <_98.0 <br /> II <br /> <0.3 6 50 75 <br /> Gyratory Compaction 0.3 to<3 7 75 115 <br /> (number of gyrations) >3 8 100 160 <br /> 3 <br /> 4 9-03.8(7) HMA Tolerances and Adjustments <br /> 5 In the table in item number 1, the fifth row is revised to read: <br /> 6 <br /> Asphalt binder -0.4% to 0.5% ±0.7% <br /> 7 <br /> 8 In the table in item number 1, the following new row is inserted before the last row: <br /> 9 <br /> Voids in Mineral -1.5% <br /> Aggregate, VMA <br /> 10 <br /> 11 9-03.9(1) Ballast <br /> 12 The second paragraph (up until the colon) is revised to read: I <br /> 13 <br /> 14 Aggregates for ballast shall meet the following test requirements: <br /> 15 <br /> 16 9-03.14(4) Gravel Borrow for Structural Earth Wall <br /> 17 The second sentence of the first paragraph is revised to read: <br /> 18 I 19 The material shall be substantially free of shale or other soft, poor durability particles, and <br /> 20 shall not contain recycled materials, such as glass, shredded tires, concrete rubble, or <br /> 21 asphaltic concrete rubble. 1 <br /> 22 <br /> I <br /> I <br />