Granite Construction 5/14/2020 - Laserfiche WebLink

I 1 The completed surface of all courses shall be of uniform texture, smooth, uniform as to I 2 crown and grade, and free from defects of all kinds. The completed surface of the wearing 3 course shall not vary more than % inch from the lower edge of a 10-foot straightedge placed 4 on the surface parallel to the centerline. The transverse slope of the completed surface of 5 the wearing course shall vary not more than %4 inch in 10 feet from the rate of transverse 6 slope shown in the Plans. 7 8 When deviations in excess of the above tolerances are found that result from a high place in 1 9 the HMA, the pavement surface shall be corrected by one of the following methods: 10 11 1. Removal of material from high places by grinding with an approved grinding machine, 12 or 13 2. Removal and replacement of the wearing course of HMA, or I 14 3. By other method approved by the Engineer. 15 16 Correction of defects shall be carried out until there are no deviations anywhere greater than I 17 the allowable tolerances. 18 19 Deviations in excess of the above tolerances that result from a low place in the HMA and I 20 deviations resulting from a high place where corrective action, in the opinion of the 21 Engineer, will not produce satisfactory results will be accepted with a price adjustment. The I 22 Engineer shall deduct from monies due or that may become due to the Contractor the sum 23 of$500.00 for each and every section of single traffic lane 100 feet in length in which any 24 excessive deviations described above are found. 25 I 26 When utility appurtenances such as manhole covers and valve boxes are located in the 27 traveled way, the utility appurtenances shall be adjusted to the finished grade prior to I 28 paving. This requirement may be waived when requested by the Contractor, at the 29 discretion of the Engineer or when the adjustment details provided in the project plan or 30 specifications call for utility appurtenance adjustments after the completion of paving. 31 I 32 Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5- 33 04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the 111 34 start of paving. 35 36 5-04.3(14) Planing (Milling) Bituminous Pavement 37 The Contractor shall call for locates before planing any HMA pavement.Any induction loop 38 vehicle detectors which are within the planing area shall be discussed with the inspector 39 prior to planing to see if the planing limits can be modified to save the loops.Any loops 40 which are damaged in the planing process shall be replaced prior to the final overlay. The 41 electrical subcontractor shall be on-call and the loops shall be replaced within 5 working 42 days of the planing operation and paved within 3 working days of the loop installation. See I 43 Section 8-20 of the Specifications for details on loop installation and payment. 44 45 Planing shall be performed in such a manner that the underlying pavement is not torn, 46 broken, or otherwise damaged by the planing operation. The surface of the underlying 47 pavement shall be slightly grooved or roughened sufficiently to ensure a bond when 48 overlaid.All areas to be ground shall be completed with a grinder. The use of other methods 49 must be approved by the Engineer. I 50 2020 PAVEMENT MAINTENANCE OVERLAY PAGE 62 OF 79 SPECIAL PROVISIONS WORK ORDER 3727 FEBRUARY 20,2020