Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I Indirect Tensile (IDT) Strength (psi) of Bituminous Materials FOP 175 Maximum Ifor ASTM D6931 1 1 ESAL's 1 (millions) N initial I N design N maximum 50.3 ! 5_ 91.5 96.0 I 5_ 98.0 % Gmm 0.3 to < 3 590.5 96.0 5_ 98.0 , I >_ 3 <-- 89.0 96.0 598.0 Gyratory < 0.3 6 50 75 Compaction 0.3 to < 3 7 75 115 I (number of 8 100 160 gyrations) 1 ' 3 2 I 3 9-03.8(7) HMA Tolerances and Adjustments 4 In the table in item number 1, the fifth row is revised to read: 5 Asphalt binder -0.4% to 0.5% ±0.7% 1 6 7 In the table in item number 1, the following new row is inserted before the last row: 8 I Voids in Mineral -1.0% Aggregate, VMA 9 I 10 9-03.9(1) Ballast 11 The second paragraph (up until the colon) is revised to read: 12 I 13 Aggregates for ballast shall meet the following test requirements: 14 15 9-03.14(4) Gravel Borrow for Structural Earth Wall 16 The second sentence of the first paragraph is revised to read: I 17 18 The material shall be substantially free of shale or other soft, poor durability particles, and 19 shall not contain recycled materials, such as glass, shredded tires, concrete rubble, or I 20 asphaltic concrete rubble. 21 22 9-03.21(1)B Recycled Concrete Aggregate Approval and Acceptance I 23 The first sentence of the second paragraph is revised to read: 24 25 Recycled concrete aggregate may be used as coarse aggregate or blended with coarse 26 aggregate for Commercial Concrete, Class 3000 concrete, or Cement Concrete I 27 Pavement. 28 29 Item number 4 of the second paragraph is revised to read: I 30 31 4. For Cement Concrete Pavement mix designs using recycled concrete aggregates. 32 the Contractor shall submit evidence that ASR mitigating measures control expansion I 33 in accordance with Section 9-03.1(1). 34 35 This section is supplemented with the following new subsection: I 36 CITY OF EVERETT AMENDMENTS PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 I STATE FUND#HLP PB17(014); COE#PW3688 Page AM-115