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1 Coarse aggregate for concrete when separated by means of laboratory sieves shall <br /> 2 conform to one or more of the following gradings as called for elsewhere in these <br /> 3 Specifications, Special Provisions, or in the Plans: <br /> 4 <br /> 5 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete <br /> 6 This section's title is revised to read: <br /> 7 <br /> 8 Combined Aggregate Gradation for Concrete <br /> 9 <br /> 10 9-03.1(5)B Grading <br /> 11 In the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 27/T 11" is revised to read <br /> 12 "FOP for WAQTC/AASHTO T 27/T 11". <br /> 13 <br /> 14 9-03.2 Aggregate for Job-Mixed Portland Cement Mortar <br /> 15 This section's title is revised to read: <br /> 16 <br /> 17 Aggregate for Job-Mixed Portland Cement or Blended Hydraulic Cement Mortar <br /> 18 <br /> 19 The first sentence of the first paragraph is revised to read: <br /> 20 <br /> 21 Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of <br /> 22 sand or other inert materials, or combinations thereof, accepted by the Engineer, having <br /> 23 hard, strong, durable particles free from adherent coating. <br /> 24 <br /> 25 9-03.4(1) General Requirements <br /> 26 The first paragraph (up until the colon) is revised to read: <br /> 27 <br /> 28 Aggregate for bituminous surface treatment shall be manufactured from ledge rock, <br /> 29 talus, or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface <br /> 30 Treatment shall meet the following test requirements: <br /> 31 <br /> 32 9-03.8(1) General Requirements <br /> 33 The first paragraph (up until the colon) is revised to read: <br /> 34 <br /> 35 Aggregates for Hot Mix Asphalt shall meet the following test requirements: <br /> 36 <br /> 37 9-03.8(7) HMA Tolerances and Adjustments ' <br /> 38 In the table in item number 1, the fifth row is revised to read: <br /> 39 <br /> Asphalt binder -0.4% to 0.5% ±0.7% <br /> 40 <br /> 41 In the table in item number 1, the following new row is inserted before the last row: <br /> 42 <br /> Voids in Mineral -1.5% <br /> Aggregate, VMA <br /> 43 <br /> 44 9-03.9(1) Ballast <br /> 45 The second paragraph (up until the colon) is revised to read: <br /> 46 <br /> 47 Aggregates for ballast shall meet the following test requirements: <br /> 48 <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 47 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> WSDOT AMENDMENTS Rev 412/18 <br />