Asphalt Pavement Sample Clauses

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 Xxxxx 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. ■ 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 Xxxxx 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. Pavement shall be asphalt concrete and shall be designed in accordance with the recommendation of The Asphalt Institute.
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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. 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. Site Concrete 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. Landscaping & Irrigation 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 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 3,0...
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Related to Asphalt Pavement

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

  • Irrigation The City shall provide water to the Premises for the purpose of irrigating the facility. The City specifically reserves the right to restrict water usage under this Agreement if water restrictions are placed on other water users within the City. Prior to the start of the season, City will provide charge up and run through the automatic irrigation systems to check for proper operation. City will provide Lessee with a radio for remote operation of the irrigation system, which Lessee shall use for the day to day maintenance, repair, and monitoring of the irrigation system. If the radio is lost, stolen, broken, or is rendered unusable, Lessee shall pay $1500 for the replacement radio. City is responsible for the maintenance and repair of the following irrigation elements, to the extent applicable: curb stops, backflow prevention devices, backflow enclosures, main line pipings, electric control valves, and controllers. Lessee shall notify Parks Division Water managers by email if any of these irrigation elements are malfunctioning or broken.

  • 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.

  • Glazing All new and replacement exterior windows shall have sealed, low emmissivity, insulating glass units which are manufactured by members of SIGMA and IGCC. Sealed insulating glass shall meet ASTM E774, class B. Glass shall be hermetically dual sealed, inert gas filled, double pane units with exterior 3/16” bronze float glass (IoE second surface), ½” air space, and interior 3/16” clear float glass. Insulated panels, if used, shall be 1” laminated panels equal to Xxxxx Industries architectural panels with a porcelain fused-on finish. Wired or clear fire-rated glass shall be UL approved. Safety glass shall be tempered or laminated, and shall meet ANSI 297.1 standard.

  • 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.

  • Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.

  • Sidewalks entrances, passages, elevators, vestibules, stairways, corridors, halls, lobby and any other part of the Building shall not be obstructed or encumbered by any Tenant or used for any purpose other than ingress or egress to and from each tenant’s premises. Landlord shall have the right to control and operate the common portions of the Building and exterior facilities furnished for common use of the tenants (such as the eating, smoking, and parking areas) in such a manner as Landlord deems appropriate.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.

  • Trees 1) Any major tree surgery or tree removal over a three (3) inch diameter, which becomes necessary through no fault of the Contractor, will be at the County's expense.

  • Leave Loading 10.2 The employer and the individual employee must have genuinely made the agreement without coercion or duress.

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