Bituminous Paving Sample Clauses
The Bituminous Paving clause defines the requirements and standards for the installation of bituminous (asphalt) pavement in a construction project. It typically outlines the materials to be used, the preparation of the subgrade, the methods of application, and the quality control measures that must be followed during paving. For example, it may specify the thickness of each asphalt layer, compaction procedures, and testing protocols to ensure durability and performance. The core function of this clause is to ensure that the paved surfaces meet safety, durability, and performance standards, thereby reducing the risk of premature failure and ensuring long-term usability.
Bituminous Paving. 1) Bituminous paving will be provided complete including curb cuts and driveways.
2) Paved areas subject to heavy truck traffic will consist of 8" of aggregate base and 4" of bituminous surface. Paved areas subject to light truck and car traffic consist of 6" of aggregate base and 3" of bituminous surface. Parking area striping and traffic markings are provided.
Bituminous Paving. A. Bituminous paving mixture, equipment, methods of mixing and placing, and precautions to be observed as to weather, condition of base, and related requirements shall conform to the following:
1. Road: MassDOT Specifications Section 400 - Class I Bituminous Concrete Pavement for roadways.
B. Bituminous binder and wearing surface courses shall each be applied individually, in single lifts of full thickness indicated on the Contract Documents.
C. No mix shall be placed on wet or damp surfaces. No mix shall be placed when ambient temperatures are 40 degrees Fahrenheit and falling.
D. The temperature of bituminous concrete mixture when delivered to the site shall conform to MassDOT Specifications Section 400.
E. The Owner’s Representative may require the Contractor to remove and replace at this own expense any defective mix not conforming to the specified job mix formula.
1. If, at any time before the final acceptance of the work, any soft, imperfect places or spots shall develop in the surface, all such places shall be removed and replaced with new materials and then compacted until the edges at which the new work connects with the old become invisible.
F. Adjacent paving and curb work shall be protected from stain and damage during entire operation. Damaged and stained areas including curbs shall be replaced or repaired to equal their original condition.
Bituminous Paving. The Contractor shall furnish and install all bituminous paved parking lots, driveways, and fire lanes as shown on the Site Plan. Bituminous sections shall be as recommended in the previously mentioned Report of Geotechnical Investigation. Parking for 780 cars shall be provided as shown on the Site Plan. Parking lot striping, handicap stall signs, and all other traffic control features in accordance with the site design are included.