Asphalt Pavement Clause Samples

The Asphalt Pavement clause defines the requirements and standards for the installation and quality of asphalt surfaces in a construction project. It typically outlines specifications for materials, thickness, compaction, and finishing, as well as procedures for testing and inspection to ensure compliance. By setting clear expectations for the construction and performance of asphalt pavement, this clause helps ensure durability, safety, and long-term functionality of paved areas, while minimizing disputes over workmanship or material quality.
Asphalt Pavement. ■ Sample asphalt materials during placement, prepare, and test the samples for asphalt content, gradation, bulk specific gravity of lab molded specimens, theoretical maximum specific gravity, and ▇▇▇▇▇ stability and density. Unless specified otherwise, one sample will be obtained for each day asphalt is placed on the project. ■ Perform in-situ nuclear density tests to assist in determining an asphalt rolling pattern, when requested by the contractor. ■ Perform in-situ nuclear density tests to determine the relative percent compaction of the asphalt at the frequency specified.
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Asphalt Pavement. ◼ Sample asphalt materials during placement, prepare, and test the samples for asphalt content, gradation, bulk specific gravity of lab molded specimens, theoretical maximum specific gravity, and ▇▇▇▇▇ stability and density. Unless specified otherwise, one sample will be obtained for each day asphalt is placed on the project. ◼ Perform in-situ nuclear density tests to assist in determining an asphalt rolling pattern, when requested by the contractor. ◼ Perform in-situ nuclear density tests to determine the relative percent compaction of the asphalt at the frequency specified. ◼ Obtain cores from the pavements and perform thickness measurements and bulk density.
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Asphalt Pavement. Asphalt Paving includes heavy-duty asphalt pavement – subject to final soils report — (4” asphalt over 6” ABC) in all truck drives, and light-duty asphalt pavement (2” asphalt over 6” ABC) in all car parking areas per the Site Layout Plan. Surface parking will be provided initially for two hundred forty six (246) car spaces. All site concrete mix designs will have compressive strength of 4,000 PSI. A five foot (5’-0”) wide combination curb and sidewalk has been provided for each of the eight (8) office entry locations. Any exterior doors that do not exit on to a sidewalk or dock stair will be provided with a five foot by six foot (5’0” x 6’0”), four inch (4”) concrete stoop. A five foot by twenty five foot (5’-0” x 25’-0”), six inch (6”) thick reinforced concrete walkway will be provided at each of the eight (8) future at-grade drive-in door locations located on the east and west sides of the building. Four (4) seven inch (7”) unreinforced concrete pads will be provided at each trash enclosure location. Eight Drive-in Ramps (8) twenty foot (20’- 0”) wide and sixty foot (60’-0”) long, – subject to final soils report — seven inch (7”) thick, unreinforced concrete driveway ramps on properly compacted soil (per soils report) shall be included for the drive-in door locations on the north and south facades of the building. A seven inch (7”) thick, unreinforced concrete dock apron on properly compacted soil (per soils report) will be provided in the four (4) dock areas and will extend sixty feet (60’-0”) from the face of the building. Extruded curbs with Maricopa edges and cast in place concrete curbs will be provided at high exposure areas. Six inch (6”) extruded curbs will be provided for truck parking spaces. This proposal includes Landscaping and Irrigation work associated with the project. The Landscaping and Irrigation includes the final grading preparation, and installation of site landscaping, as well as the associated irrigation system including controls, edging and accessories, and maintenance through acceptance period. Building Concrete includes reinforced concrete foundations for walls and columns adequately designed to accommodate the anticipated live and dead loads of the structure. The foundation system is designed subject to final engineering — for a soil bearing capacity of two thousand pounds per square foot (2,000 LB/SF). Load bearing walls shall bear on shallow footings consisting of 3,000 PSI, concrete reinforced with three (3) continuous num...
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Asphalt Pavement. Asphalt pavement includes heavy-duty pavement (8-3-1) in the R.O.W. of the two (2) entrance drives and standard duty (6-2-1) in the parking lot area. The parking lot is designed to accommodate 765 vehicles. SITE CONCRETE:
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Asphalt Pavement. Pavement shall be asphalt concrete and shall be designed in accordance with the recommendation of The Asphalt Institute.
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Related to Asphalt Pavement

  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (▇▇▇) ▇▇▇-▇▇▇▇. The irrigation system shall be designed and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • Fences Except for establishment cost incurred by the United States and replacement cost not due to the Landowner’s negligence or malfeasance, all other costs involved in maintenance of fences and similar facilities to exclude livestock are the responsibility of the Landowner. The installation or use of fences which have the effect of preventing wildlife access and use of the Easement Area are prohibited on the Easement Area, easement boundary, or on the Landowner’s land that is immediately adjacent to, and functionally related to, the Easement Area.