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I <br /> I1 Coarse Aggregate re ate for Concrete <br /> 2 <br /> I 3 9-03.1(4)C Grading <br /> 4 The first paragraph (up until the colon) is revised to read: <br /> 5 <br /> I 6 Coarse aggregate for concrete when separated by means of laboratory sieves shall <br /> 7 conform to one or more of the following gradings as called for elsewhere in these <br /> 8 Specifications, Special Provisions, or in the Plans: <br /> 19 <br /> 10 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete <br /> 11 This section's title is revised to read: <br /> 12 <br /> I13 Combined Aggregate Gradation for Concrete <br /> 14 <br /> 15 9-03.1(5)B Grading <br /> I 16 In the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 271T 11" is revised to read "FOP <br /> 17 for WAQTC/AASHTO T 27/T 11". <br /> 18 <br /> I 19 9-03.2 Aggregate for Job-Mixed Portland Cement Mortar <br /> 20 This section's title is revised to read: <br /> 21 <br /> I 22 Aggregate for Job-Mixed Portland Cement or Blended Hydraulic Cement <br /> 23 Mortar <br /> 24 <br /> I 25 The first sentence of the first paragraph is revised to read: <br /> 26 <br /> 27 Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of <br /> 28 sand or other inert materials, or combinations thereof, accepted by the Engineer, having <br /> 29 hard, strong, durable particles free from adherent coating. <br /> 30 <br /> 31 9-03.4(1) General Requirements <br /> I 32 The first paragraph (up until the colon) is revised to read: <br /> 33 <br /> 34 Aggregate for bituminous surface treatment shall be manufactured from ledge rock, talus, <br /> I 35 or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface Treatment <br /> 36 shall meet the following test requirements: <br /> 37 <br /> 38 9-03.8(1) General Requirements <br /> 111 39 The first paragraph (up until the colon) is revised to read: <br /> 40 <br /> 41 Aggregates for Hot Mix Asphalt shall meet the following test requirements: <br /> I 42 <br /> 43 9-03.8(2) HMA Test Requirements <br /> 44 The two tables in the second paragraph are replaced with the following three tables: <br /> I 45 <br /> HMA Class <br /> Mix Criteria 3/8 inch 1/2 inch 3/4 inch 1 inch <br /> I Min. Max. Min. Max. Min. Max. Min, Max. <br /> Voids in Mineral 15.0 14.0 13.0 12.0 <br /> Aggregate(VMA), <br /> I City of EverettPage AM-115 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br />