Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I depressions and wheel path I longitudinal joints.' 'The presence of defects is subject to verification by the Engineer I 1 2 Report the MRI results in inches per mile for each 0.01-mile section and each 0.10-mile 3 section. Do not truncate 0.10-mile sections for areas excluded from MRI acceptance 4 requirements. MRI requirements will not apply to 0.10-mile sections with more than three I 5 0.01 mile-sections excluded. MRI requirements for the individual 0.01-mile sections shall 6 still apply. The Engineer will verify the analysis. 7 I 8 The MRI for each 0.10 mile of ground lane will comply with the following: 9 Control Profile MRI per 0.10 Maximum MRI of I Mil o Acceptance Profile per 0.10 I I <_130 inches/mile 78 inches/mile >130 inches/mile 0.6 x Control Profile MRI I 10 11 The MRI for each 0.01 mile of the completed cement concrete grinding shall not exceed 12 160 inches/mile. I 13 14 All Work is subject to parallel and transverse 10-foot straightedge requirements, corrective 15 work and disincentive adjustments. 16 17 Surface smoothness of travel lanes including areas subject to MRI testing shall not vary 18 more than '/s inch from the lower edge of a 10-foot straightedge placed on the surface 19 parallel to the centerline. 20 21 The smoothness perpendicular to the centerline will be measured with a 10-foot 22 straightedge within the lanes. There shall be not vertical elevation difference of more than I 23 a '/4 inch between lanes. 24 25 Pavement that does not meet these requirements will be subject to corrective Work. All I 26 corrective Work shall be completed at no additional expense, including traffic control, to 27 the Contracting Agency. Pavement shall be repaired by one or more of the following 2R methods: 29 I 30 1. Diamond grinding. 31 32 2. By other method accepted by the Engineer. ' 33 34 Repair areas shall be re-profiled to ensure they no longer require corrective Work. With 35 concurrence of the Engineer, a 10-foot straight edge may be used in place of the inertial I 36 profiler. 37 38 If correction of the roadway as listed above either will not or does not produce satisfactory I 39 results as to smoothness or serviceability the Engineer may accept the completed 40 pavement and a credit wiii be calculated in accordance with Section 5-01.5. Under these 41 circumstances, the decision whether to accept the completed pavement or to require 42 corrective work as described above shall be vested entirely in the Engineer. I 43 CITY OF EVERETT AMENDMENTS I PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12(2019 STATE FUND#HLP PB17(014); COE#PW3688 Page AM-18 I