Specifications include, but are not limited to: This contract is for the resurfacing, marking and the installation of inductive loops for 5 sections of US 29 in Mecklenburg County. The Contractor shall furnish all labor and materials for the project in accordance with the 2018 Standard Specifications and/or Special Provisions herein.; On any map, the final surface layer must be placed within 5 days of any milled joints, profile milling, etc. If the contractor fails to adhere to this requirement, all work on all maps will be suspended as directed by the Engineer. The contractor shall install the minimum of a 3’ paper joint for 1.5” maps for all milled joints. On maps that exceed 1.5”, the contractor shall install a minimum of 6’ paper joint for all milled joints.; Contractor shall safe up any manhole or water valve, etc. by placing asphalt 2’ around the manhole or water valve on milled maps or as directed by the Engineer. This work will be incidental to the contract.; SHOULDER WEDGE: Attach a device, mounted on screed of paving equipment, capable of constructing a shoulder wedge with an angle of 30 degrees plus or minus 4 degrees along the outside edge of the roadway, measured from the horizontal plane in place after final compaction on the final surface course. Use an approved mechanical device which will form the asphalt mixture to produce a wedge with uniform texture, shape and density while automatically adjusting to varying heights.; ASPHALT CONCRETE PLANT MIX PAVEMENTS: 25.0 mm sieve (Base Mix) ± 10.0%; 19.0 mm sieve (Base Mix) ± 10.0%; 12.5 mm sieve (Intermediate & Type P-57) ± 6.0%; 9.5 mm sieve (Surface Mix) ± 5.0%; 4.75 mm sieve (Surface Mix) ± 5.0%; 2.36 mm sieve (All Mixes, except S4.75A) ± 5.0%; 1.18 mm sieve (S4.75A) ± 5.0%; PAVING INTERSECTIONS: Resurface all paved intersections back to the ends of the radii, or as directed by the Engineer. The pavement placed in the intersections shall be of the same material and thickness placed on the mainline of the project.; PATCHING EXISTING PAVEMENT: The Contractor's attention is directed to the fact that there are areas of existing pavement on this project that will require repair prior to resurfacing. Patch the areas that, in the opinion of the Engineer, need repairing. The areas to be patched will be delineated by the Engineer prior to the Contractor performing repairs. The Contractor will be required to use a milling machine suitable to performing a minimum patch of 4 ft. in width when patching on all maps. See Patching Detail.
