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III <br /> 1 5-01.3(2)62 Rejection of Concrete <br /> 2 <br /> J <br /> 1 3 5-01.3(4) Replace Portland Cement Concrete Panel <br /> 4 This section's title is revised to read: <br /> 5 <br /> 1 6 Replace Cement Concrete Panel <br /> 7 <br /> 8 5-01.3(8) Sealing Existing Transverse and Longitudinal Joints <br /> I 9 This section's title is revised to read: <br /> 10 <br /> 11 Sealing Existing Longitudinal and Transverse Joint <br /> I 12 <br /> 13 The first paragraph is revised to read: <br /> 14 <br /> I 15 The Contractor shall clean and seal existing longitudinal and transverse joints where <br /> 16 shown in the Plans or as marked by the Engineer. <br /> 17 <br /> I 18 The first sentence of the second paragraph is revised to read: <br /> 19 <br /> 20 Old sealant and incompressible material shall be completely removed from the joint to <br /> I 21 the depth of the new reservoir with a diamond blade saw in accordance with the detail <br /> 22 shown in the Standard Plans. <br /> 23 <br /> 24 The fifth paragraph is revised to read: <br /> I 25 <br /> 26 Immediately prior to sealing, the cracks shall be blown clean with dry oil-free <br /> 27 compressed air. If shown in the Plans, a backer rod shall be placed at the base of the <br /> 28 sawn reservoir. The joints shall be completely dry before the sealing installation may <br /> 29 begin. Immediately following the air blowing and backer rod placement, if required, the <br /> 30 sealant material shall be installed in conformance to manufacturer's recommendations <br /> I 31 and in accordance with Section 5-05.3(8)B. <br /> 32 <br /> 33 5-01.3(9) Portland Cement Concrete Pavement Grinding <br /> I 34 This section's title is revised to read: <br /> 35 <br /> 36 Cement Concrete Pavement Grinding <br /> I 37 <br /> 38 5-01.3(11) Concrete Slurry and Grinding Residue <br /> 39 The last sentence of the first paragraph is revised to read: <br /> 40 <br /> I41 Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface, <br /> 42 into any drainage structure, water of the state, or wetlands. <br /> 43 <br /> 1 44 The following new sentence is inserted at the end of the second paragraph: <br /> 45 <br /> 46 The Contractor shall submit copies of all disposal tickets to the Engineer within 5 <br /> I 47 calendar days. <br /> 48 <br /> 49 5-01.4 Measurement <br /> I 50 The fourth paragraph is revised to read: <br /> 51 <br /> 52 Sealing existing longitudinal and transverse joint will be measured by the linear foot, <br /> I53 measured along the line of the completed joint. <br /> HOT MIX ASPHALT OVERLAY-2018 PAGE 9 OF 53 March 6,2018 <br /> I WORK ORDER#3667 <br /> AMENDMENTS TO STANDARD PROVISIONS <br />