Rodarte Construction Inc Everett Station Parking Expansion

1 I 1 Contractor forpavement identified bythe Contractor or Engineer that does not meet the g 2 following requirements: I 3 4 1. The completed surface shall be of uniform texture, smooth, uniform as to crown 5 and grade, and free from defects of all kinds. I 6 7 2. The completed surface shall not vary more than 1/8 inch from the lower edge of a 8 10-foot straightedge placed on the surface parallel to the centerline. 9 I10 3. The completed surface shall vary not more than 1/4 inch in 10 feet from the rate of 11 transverse slope shown in the Plans. 12 I 13 All corrective work shall be completed at no additional expense, including traffic control, to 14 the Contracting Agency. Corrective work shall not begin until the concrete has reached its 15 design strength unless allowed by the Engineer. Pavement shall be repaired by one or 16 more of the following methods: 17 18 1. Diamond grinding; repairs shall not reduce pavement thickness by more than 1/4 19 inch less than the thickness shown in the Plans. When required by the Engineer, I20 the Contractor shall verify the thickness of the concrete pavement by coring. 21 Thickness reduction due to corrective work will not be included in thickness 22 measurements for calculating the Thickness Deficiency in Section 5-05.5(1)A. I 23 24 2. Removal and replacement of the cement concrete pavement. 25 I 26 3. By other method allowed by the Engineer. 27 28 For repairs following MRI testing the repaired area shall be checked by the Contractor with 29 a 10-foot straightedge to ensure it no longer requires corrective work. With concurrence of I30 the Engineer an inertial profiler may be used in place of the 10-foot straight edge. 31 32 If correction of the roadway as listed above either will not or does not produce satisfactory I 33 results as to smoothness or serviceability the Engineer may accept the completed 34 pavement and a credit will be calculated in accordance with Section 5-05.5. The credit will 35 be in addition to the price adjustment for MRI. Under these circumstances, the decision I 36 37 whether to accept the completed pavement or to require corrective work as described above shall be vested entirely in the Engineer. 38 I 39 5-05.3(22) Repair of Defective Pavement Slabs 40 The last sentence of the fourth paragraph is revised to read: 41 42 All sandblasting residue shall be removed. I 43 44 5-05.4 Measurement 45 Item number 3 of the second paragraph is revised to read: I 46 47 3. The depth shall be determined in accordance with Section 5-05.5(1). The depth utilized 48 to calculate the volume shall not exceed the Plan depth plus 0.04 feet. I 49 50 The third paragraph is revised to read: 51 I City of EverettPage AM 27 Amendments Everett Station 80 Stall Parking Expansion June 2019