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I <br /> I1 5-04.5 Payment <br /> 2 The paragraph following the Bid item "Crack Sealing-LF", per linear foot is revised to read: <br /> I3 <br /> 4 The unit Contract price per linear foot for "Crack Sealing-LF" shall be full payment for all <br /> 5 costs incurred to perform the Work described in Section 5-04.3(4)A. <br /> I6 <br /> 7 Section 5-05, Cement Concrete Pavement <br /> 8 January 7, 2019 <br /> I9 5-05.1 Description <br /> 10 In the first paragraph, "portland cement concrete" is revised to read "cement concrete". <br /> 11 <br /> 12 5-05.2 Materials <br /> I13 In the first paragraph, the reference to "Portland Cement" is revised to read: <br /> 14 <br /> 15 Cement 9-01 <br /> 11 16 <br /> 17 In the first paragraph, the section reference for Concrete Patching Material is revised to read "9- <br /> 18 20.1". <br /> I19 <br /> 20 5-05.3(1) Concrete Mix Design for Paving <br /> 21 The table title in item number 4 is revised to read Concrete Batch Weights. <br /> I22 <br /> 23 in item 4a, "Portland Cement" is revised to read "Cement". <br /> 24 <br /> 25 5-05.3(3)E Smoothness Testing Equipment <br /> ▪ 26 This section is revised to read: <br /> 27 <br /> I28 Inertial profilers shall meet all requirements of AASHTO M 328 and be certified in <br /> 29 accordance with AASHTO R 56 within the preceding 12 months. <br /> 30 <br /> 31 The inertial profiler operator shall be certified as required by AASHTO R 56 within three <br /> I32 years preceding profile measurement. <br /> 33 <br /> 34 Equipment or operator certification by other states or a profiler certification facility will be <br /> 1 35 accepted provided the certification meets the requirements of AASHTO R 56. <br /> 36 Documentation verifying certification by another state shall be submitted to the Engineer a <br /> 37 minimum of 14 calendar days prior to profile measurement. Equipment certification <br /> ▪ 38 documentation shall include the information required by part 8.5 and 8.6 of AASHTO R 56. <br /> • 39 Operator documentation shall include a statement from the certifying state that indicates <br /> 40 the operator is certified to operate the inertial profiler to be used on the project. The <br /> ▪ 41 decision whether another state's certification meets the requirements of AASHTO R 56 <br /> ▪ 42 shall be vested entirely in the Engineer. <br /> 43 <br /> I44 5-05.3(4) Measuring and Batching Materials <br /> 45 Item number 2 is revised to read: <br /> 46 <br /> 47 2. Batching Materials — On all projects requiring more than 2,500 cubic yards of <br /> I <br /> 48 concrete for paving, the batching plant shall be equipped to proportion aggregates and <br /> 49 cement by weight by means of automatic and interlocked proportioning devices of <br /> ▪ 50 accepted type. <br /> City of Everett Page AM-21 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />