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1 <br /> 1 Final finish texturing shall meet the requirements of Section 5-05.3(11). 111 <br /> 2 <br /> 3 In areas where the Plans do not require grinding, the surface smoothness will be measured <br /> 4 with a 10-foot straightedge by the Engineer in accordance with Section 5-05.3(12). If the <br /> 5 replacement panel is located in an area that will be ground as part of concrete pavement <br /> 6 grinding in accordance with Section 5-01.3(9), the surface smoothness shall be measured, <br /> 7 by the Contractor, in conjunction with the smoothness measurement done in accordance <br /> 8 with Section 5-01.3(10). <br /> 9 <br /> 10 5-01.3(4)F Joints <br /> 11 All transverse and longitudinal joints shall be sawed and sealed in accordance with Section <br /> 12 5-05.3(8). The Contractor may use a hand pushed single blade saw for sawing joints. <br /> 13 <br /> 14 5-01.3(4)G Cracked Panels <br /> 15 Replacement panels that crack shall be repaired as specified in Section 5-05.3(22) at no <br /> 16 cost to the Contracting Agency. When repairing replacement panels that have cracked, <br /> 17 epoxy-coated dowel bars meeting the requirements of Section 9-07.5(1) may be substituted <br /> 18 for the corrosion resistant dowel bars specified. <br /> 19 <br /> 20 5-01.3(4)H Opening to Traffic <br /> 21 Opening to traffic shall meet the requirements of Section 5-05.3(17). <br /> 22 <br /> 23 5-01.3(5) Partial Depth Spall Repair <br /> 24 The second sentence of the third paragraph is revised to read: <br /> 25 <br /> 26 All sandblasting residue shall be removed. <br /> 27 <br /> 28 5-01.3(7) Sealing Existing Concrete Random Cracks <br /> 29 The second sentence of the second paragraph is revised to read: I <br /> 30 <br /> 31 Immediately prior to sealing, the cracks shall be clean. <br /> 32 <br /> 33 5-01.3(8) Sealing Existing Longitudinal and Transverse Joint <br /> 34 The first sentence of the fifth paragraph is revised to read: <br /> 35 <br /> 36 Immediately prior to sealing, the cracks shall be clean. <br /> 37 <br /> 38 5-01.3(10) Pavement Smoothness <br /> 39 This section is revised to read: <br /> 40 <br /> 41 Pavement surface smoothness for cement concrete pavement grinding on this project will <br /> 42 include International Roughness Index (IRI) testing. Ride quality will be evaluated using the <br /> 43 Mean Roughness Index (MRI) calculated by averaging the IRI data for the left and right <br /> 44 wheel path within the section. <br /> 45 <br /> 46 Smoothness Testing Equipment and Operator Certification <br /> 47 Use an inertial profiler and operator that meet the requirements of Section 5-05.3(3)E. <br /> 48 1 <br /> i <br /> City of Everett Page AM-14 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />