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I <br /> ' 1 For a compaction sublot that has been tested with a nuclear density gauge that did not <br /> 2 meet the minimum of 91.5 percent of the theoretical maximum density in a compaction lot <br /> 3 with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor <br /> 4 may request that a core, taken at the same location as the nuclear density test, be used <br /> ' 5 for determination of the relative density of the compaction sublot. <br /> 6 <br /> 7 5-04.3(13) Surface Smoothness <br /> ' 8 The second to last paragraph is revised to read: <br /> 9 <br /> 10 When concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall <br /> ' 11 <br /> 12 be such that no surface elevation lies above the Plan grade minus the specified Plan depth <br /> of concrete pavement. Prior to placing the concrete pavement, bring any such <br /> 13 irregularities to the required tolerance by grinding or other means allowed by the Engineer. <br /> 14 <br /> ' 15 5-04.5 Payment <br /> 16 The paragraph following the Bid item `Crack Sealing-LF", per linear foot is revised to read: <br /> 17 <br /> I18 The unit Contract price per linear foot for "Crack Sealing-LF" shall be full payment for all <br /> 19 costs incurred to perform the Work described in Section 5-04.3(4)A. <br /> 20 <br /> ' 21 5-05.AP5 <br /> 22 Section 5-05, Cement Concrete Pavement <br /> 23 April 1, 2019 <br /> 24 5-05.1 Description <br /> 25 In the first paragraph, "portland cement concrete" is revised to read "cement concrete". <br /> 26 <br /> 27 5-05.2 Materials <br /> 28 In the first paragraph, the reference to "Portland Cement" is revised to read: <br /> 29 <br /> ' 30 <br /> 31 Cement 9-01 <br /> 32 In the first paragraph, the section reference for Concrete Patching Material is revised to read <br /> ' 33 "9-20.1". <br /> 34 <br /> 35 The second paragraph is revised to read: <br /> 36 <br /> ' 37 Cementitious materials are considered to be the following: portland cement, blended <br /> 38 hydraulic cement, fly ash, ground granulated blast furnace slag and microsilica fume. <br /> 39 <br /> 40 5-05.3(1) Concrete Mix Design for Paving <br /> 41 The table title in item number 4 is revised to read Concrete Batch Weights. <br /> 42 <br /> ' 43 In item 4a, "Portland Cement" is revised to read "Cement'. <br /> 44 <br /> 45 5-05.3(3)E Smoothness Testing Equipment <br /> ' 46 This section is revised to read: <br /> 47 <br /> 48 Inertial profilers shall meet all requirements of AASHTO M 328 and be certified in <br /> 49 accordance with AASHTO R 56 within the preceding 12 months. <br /> ' 50 <br /> CITY OF EVERETT AMENDMENTS <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> STATE FUND#HLP PB17(014);COE#PW3688 Page AM-23 <br />