Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I 1 of each 52.8-foot section with an MRI greater than 125 inches per mile with a 10-foot 2 straightedge within 14 calendar days or as allowed by the Engineer. The Contractor shall 3 identify all locations that require corrective work and provide the straight edge 4 measurements at each location that exceeds the allowable limit to the Engineer. If all I 5 measurements in a 52.8-foot section comply with smoothness requirements, the 6 Contractor shall provide the maximum measurement to the Engineer and a statement that 7 corrective work is not required. Unless allowed by the Engineer, corrective work shall be 8 taken by the Contractor for pavement identified by the Contractor or Engineer that does I 9 not meet the following requirements: 10 11 1. The completed surface shall be of uniform texture, smooth, uniform as to crown I 12 and grade, and free from defects of all kinds. 13 14 2. The completed surface shall not vary more than 1/ inch from the lower edge of a 15 10-foot straightedge placed on the surface parallel to the centerline. 16 17 3. The completed surface shall vary not more than 1/4 inch in 10 feet from the rate 18 of transverse slope shown in the Plans. I 19 20 All corrective work shall be completed at no additional expense, including traffic control, 21 to the Contracting Agency. Corrective work shall not begin until the concrete has reached 22 its design strength unless allowed by the Engineer. Pavement shall be repaired by one or 23 more of the following methods: 24 25 1. Diamond grinding; repairs shall not reduce pavement thickness by more than 1/4 26 inch less than the thickness shown in the Plans. When required by the Engineer, 27 the Contractor shall verify the thickness of the concrete pavement by coring. 28 Thickness reduction due to corrective work will not be included in thickness I 29 measurements for calculating the Thickness Deficiency in Section 5-05.5(1)A. 30 31 2. Removal and replacement of the cement concrete pavement. I 32 33 3. By other method allowed by the Engineer. 34 I 35 For repairs following MRI testing the repaired area shall be checked by the Contractor 36 with a 10-foot straightedge to ensure it no longer requires corrective work. With 37 concurrence of the Engineer an inertial profiler may be used in place of the 10-foot straight 38 edge. I 39 40 If correction of the roadway as listed above either will not or does not produce satisfactory 41 results as to smoothness or serviceability the Engineer may accept the completed I 42 pavement and a credit will be calculated in accordance with Section 5-05.5. The credit will 43 be in addition to the price adjustment for MRI. Under these circumstances, the decision 44 whether to accept the completed pavement or to require corrective work as described 45 above shall be vested entirely in the Engineer. 46 47 5-05.3(22) Repair of Defective Pavement Slabs 48 The last sentence of the fourth paragraph is revised to read: I 49 50 All sandblasting residue shall be removed. 51 I 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-26 I