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I <br /> 1 9-03.1(5)B Grading I 2 In the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 27/T 11" is revised to read "FOP <br /> 3 for WAQTC/AASHTO T 27/T 11". <br /> 4 <br /> I <br /> 5 9-03.2 Aggregate for Job-Mixed Portland Cement Mortar <br /> 6 This section's title is revised to read: <br /> 7 <br /> 8 Aggregate for Job-Mixed Portland Cement or Blended Hydraulic Cement <br /> I <br /> 9 Mortar <br /> 10 <br /> 11 The first sentence of the first paragraph is revised to read: I 12 <br /> 13 Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of <br /> 14 sand or other inert materials, or combinations thereof, accepted by the Engineer, having I 15 hard, strong, durable particles free from adherent coating. <br /> 16 <br /> 17 9-03.4(1) General Requirements <br /> 18 The first paragraph (up until the colon) is revised to read: <br /> 19 <br /> 20 Aggregate for bituminous surface treatment shall be manufactured from ledge rock, talus, <br /> 21 or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface Treatment I 22 shall meet the following test requirements: <br /> 23 <br /> 24 9-03.8(1) General Requirements <br /> I <br /> 25 The first paragraph (up until the colon) is revised to read: <br /> 26 <br /> 27 Aggregates for Hot Mix Asphalt shall meet the following test requirements: <br /> I <br /> 28 <br /> 29 9-03.8(2) HMA Test Requirements <br /> 30 The two tables in the second paragraph are replaced with the following three tables: <br /> 31IHMA Class <br /> Mix Criteria 3/8 inch 1/2 inch 3/4 inch 1 inch <br /> Min. I Max. 1 Min. Max. Min. Max. Min. Max. <br /> I <br /> Voids in Mineral 15.0 14.0 13.0 12.0 <br /> Aggregate (VMA), % , <br /> Voids Filled With Asphalt (VFA), % I ESAL's (millions) VFA <br /> < 0.3 70 80 % 70 80 I 70 ' 80 67 ' 80 <br /> 0.3 to < 3 65 78 6578 1 65 78 65 78 I <br /> >_ 3 73 76 65 � 75 I 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 /> 32 <br /> I <br /> Test Method ESAL's (millions) Number of Passes <br /> Hamburg Wheel-Track Testing, < 0.3 10,000 <br /> FOP for AASHTO T 324 <br /> Minimum Number of Passes 0.3 to < 3 12,500 <br /> I <br /> with no Stripping Inflection Point <br /> and Maximum Rut Depth of >_ 3 15,000 <br /> 10mm I I <br /> CITY OF EVERETT AMENDMENTS I <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> STATE FUND#HLP PB17(014); COE#PW3688 Page AM-114 <br /> III <br />