Trinity Contractors, Inc 3/1/2017

1 1. Clean and seal the existing joint between concrete panels in 2 accordance with Section 5-01.3(8) and the details shown in 3 the Standard Plans. 4 5 5-04.3(13) Surface Smoothness 6 The completed surface of all courses shall be of uniform texture, smooth, 7 uniform as to crown and grade, and free from defects of all kinds. The 8 completed surface of the wearing course shall not vary more than % inch from 9 the lower edge of a 10-foot straightedge placed on the surface parallel to the 111 10 centerline. The transverse slope of the completed surface of the wearing 11 course shall vary not more than 1/4 inch in 10 feet from the rate of transverse 12 slope shown in the Plans. 13 14 When deviations in excess of the above tolerances are found that result from 15 a high place in the HMA, correct the pavement surface by one of the 16 following methods: I 17 18 1. Remove material from high places by grinding with an approved 19 grinding machine, or I 20 21 2. Remove and replace the wearing course of HMA, or 22 23 3. By other method approved by the Engineer. 24 25 Correct defects until there are no deviations anywhere greater than the 26 allowable tolerances. 27 28 Deviations in excess of the above tolerances that result from a low place in the 1 29 HMA and deviations resulting from a high place where corrective action, in the 30 opinion of the Engineer, will not produce satisfactory results will be accepted 31 with a price adjustment. The Engineer shall deduct from monies due or that 32 may become due to the Contractor the sum of$500.00 for each and every 33 section of single traffic lane 100 feet in length in which any excessive 34 deviations described above are found. 35I36 When portland cement concrete pavement is to be placed on HMA, the 37 surface tolerance of the HMA shall be such that no surface elevation lies 38 above the Plan grade minus the specified Plan depth of portland cement 39 concrete pavement. Prior to placing the portland cement concrete pavement, 40 bring any such irregularities to the required tolerance by grinding or other 41 means approved by the Engineer. 42 43 When utility appurtenances such as manhole covers and valve boxes are 44 located in the Traveled Way, pave the Roadway before the utility 45 appurtenances are adjusted to the finished grade. 46 47 5-04.3(14) Planing Bituminous Pavement 48 Plane in such a manner that the underlying pavement is not torn, broken, or 49 otherwise damaged by the planing operation. Delamination or raveling of the 50 underlying pavement will not be construed as damage due to the Contractor's 51 operations. Pavement outside the limits shown in the Plans or designated by 52 the Engineer that is damaged by the Contractor's operations shall be repaired I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 8/1/16