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1 <br /> I 1 <br /> I Control Profile MRI per 0.10 Mile Maximum MRI of Acceptance <br /> Profile per 0.10 Mile <br /> <_130 inches/mile 78 inches/mile <br /> >130 inches/mile 0.6 x Control Profile MRI <br /> I 2 <br /> 3 The MRI for each 0.01 mile of the completed cement concrete grinding shall not exceed <br /> 4 160 inches/mile. <br /> I 5 <br /> 6 All Work is subject to parallel and transverse 10-foot straightedge requirements, corrective <br /> 7 work and disincentive adjustments. <br /> ' 8 <br /> 9 Surface smoothness of travel lanes including areas subject to MRI testing shall not vary <br /> 10 more than 1/8 inch from the lower edge of a 10-foot straightedge placed on the surface <br /> 11 parallel to the centerline. <br /> I 12 <br /> 13 The smoothness perpendicular to the centerline will be measured with a 10-foot <br /> 14 straightedge within the lanes. There shall be not vertical elevation difference of more than a <br /> I 15 '/4 inch between lanes. <br /> 16 <br /> 17 Pavement that does not meet these requirements will be subject to corrective Work. All <br /> 18 corrective Work shall be completed at no additional expense, including traffic control, to the <br /> 19 Contracting Agency. Pavement shall be repaired by one or more of the following methods: <br /> 20 <br /> 21 1. Diamond grinding. <br /> I 22 <br /> 23 2. By other method accepted by the Engineer. <br /> 24 <br /> I 25 Repair areas shall be re-profiled to ensure they no longer require corrective Work. With <br /> 26 concurrence of the Engineer, a 10-foot straight edge may be used in place of the inertial <br /> 27 profiler. <br /> 28 <br /> 29 If correction of the roadway as listed above either will not or does not produce satisfactory <br /> 30 results as to smoothness or serviceability the Engineer may accept the completed <br /> 31 pavement and a credit will be calculated in accordance with Section 5-01.5. Under these <br /> I 32 circumstances, the decision whether to accept the completed pavement or to require <br /> 33 corrective work as described above shall be vested entirely in the Engineer. <br /> 34 <br /> I 35 5-01.5 Payment <br /> 36 This section is supplemented with the following: <br /> 37 <br /> 38 "Grinding Smoothness Compliance Adjustment", by calculation. <br /> I 39 Grinding Smoothness Compliance Adjustments will be based on the requirements in <br /> 40 Section 5 01.3(10) and the following calculations: <br /> 41 <br /> I <br /> 42 <br /> 43 A smoothness compliance adjustment will be calculated in the sum of minus $100 for <br /> each and every section of single traffic lane 0.01 mile in length and $1,000 for each <br /> 44 and every section of single traffic lane 0.10 mile in length that does not meet the <br /> I 45 requirements in Section 5-01.3(10) after corrective Work. <br /> 46 <br /> I City of EverettPage AM 19 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br /> I <br />