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11 <br /> 2 Aggregates for concrete shall meet the following test requirements: <br /> I3 <br /> 4 The second sentence of the second to last paragraph is revised to read: • <br /> 5 <br /> 6 The Contractor shall submit test results according to ASTM C1567 through the Engineer to <br /> I 7 the State Materials Laboratory that demonstrate that the proposed fly ash when used with <br /> 8 the proposed aggregates and cement will control the potential expansion to 0.20 percent <br /> 9 or less before the fly ash and aggregate sources may be used in concrete. <br /> I10 <br /> 11 9-03.1(2) Fine Aggregate for Portland Cement Concrete <br /> 12 This section's title is revised to read: <br /> 1 13 <br /> 14 Fine Aggregate for Concrete <br /> 15 <br /> I16 9-03.1(4) Coarse Aggregate for Portland Cement Concrete <br /> 17 This section's title is revised to read: <br /> 18 <br /> I 19 <br /> Coarse Aggregate for Concrete <br /> 20 <br /> 21 9-03.1(4)C Grading <br /> I 22 The first paragraph (up until the colon) is revised to read: <br /> 111 23 <br /> 24 Coarse aggregate for concrete when separated by means of laboratory sieves shall <br /> 25 conform to one or more of the following gradings as called for elsewhere in these <br /> 26 Specifications, Special Provisions, or in the Plans: <br /> 27 <br /> I28 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete <br /> 29 This section's title is revised to read: <br /> 30 <br /> 31 Combined Aggregate Gradation for Concrete <br /> I <br /> 32 <br /> 33 9-03.1(5)B Grading <br /> 34 in the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 27/T 11" is revised to read "FOP <br /> I35 for WAQTC/AASHTO T 27/T 11". <br /> 36 <br /> 37 9-03.2 Aggregate for Job-Mixed Portland Cement Mortar <br /> I38 This section's title is revised to read: <br /> 39 <br /> 40 Aggregate for Job-Mixed Portland Cement or Blended Hydraulic Cement Mortar <br /> I41 <br /> 42 The first sentence of the first paragraph is revised to read: <br /> 43 <br /> I44 Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of <br /> 45 sand or other inert materials, or combinations thereof, accepted by the Engineer, having <br /> 46 hard, strong, durable particles free from adherent coating. <br /> I47 <br /> 48 9-03.4(1) General Requirements <br /> 49 The first paragraph (up until the colon) is revised to read: <br /> 50 <br /> City of Everett Page AM-85 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />