Base Course Clause Samples

The 'Base Course' clause defines the requirements and specifications for the layer of material placed between the subgrade and the surface pavement in construction projects. It typically outlines the type of materials to be used, compaction standards, thickness, and quality control measures necessary to ensure a stable foundation for the pavement above. By setting these standards, the clause ensures the durability and longevity of the finished surface, preventing future structural issues and providing a clear benchmark for construction quality.
Base Course. A layer of material of specified thickness on which the intermediate or surface course is placed.
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Base Course. On the prepared sub-base, a gravel base course shall be laid to a consolidated depth of 450 mm for Collector Roads and 300 mm for Local Roads or as directed by the Engineer on approval of the design drawings.
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Base Course. One or more layers of specified material of designed thickness placed on the subgrade or subbase.
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Base Course. All base course items shall meet the requirements of the “Colorado Department of Transportation Standard Specifications for Road and Bridge Construction 2017” and as subsequently revised except as modified below. Base course will consist of a crushed naturally occurring rock material (no slag).
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Base Course. The layer or layers of specified material placed on a Subbase or Subgrade to support a surface course. Bid. The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. Bidder. Any person, firm or corporation submitting a Bid for the Work.
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Base Course. A. Material for base course shall be specified, provided, installed, and paid for under the work of the Division 31 SECTION, EARTH MOVING, of this Specification.
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Base Course. A. Obtain base course material from approved sources with approved crusher equipment. Handle the materials in such a manner that secures a uniform and satisfactory product. Unless otherwise noted, crushed stone base course material shall conform to Class 7 Aggregate Base Course (SB-2) as described in Table 220.2. TABLE 220.2 GRADING REQUIREMENTS CLASS 7 AGGREGATE BASE COURSE Sieve Size Percent Passing 1-1 2 inch 100% 1 inch 60% - 100% 3/4 inch 50% - 90% #4 25% - 55% #40 10% - 30% B. Material shall consist of crusher run stone or a mixture of crushed stone (90% minimum crusher-run material) and soil mortar uniformly mixed and so proportioned as to meet all the requirements specified herein. The stone shall be hard and durable with a percent of wear of not greater than forty-five (45), as determined by the Los Angeles Abrasion Test. C. The fraction passing the #200 sieve shall not be greater than two-thirds (2/3) of the fraction passing the #40 sieve. The fraction passing the #40 sieve shall have a Liquid Limit (L.L.) not greater than twenty-five (25) and Plasticity Index (P.I.) not greater than six (6). D. The material shall not contain more than 5% by weight of shale, slate, or other objectionable, injurious, or deleterious matter.
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Base Course. A. Obtain base course material from approved sources with approved crusher equipment. Handle the materials in such a manner that secures a uniform and satisfactory product. Unless otherwise noted, crushed stone base course material shall conform to Class 7 Aggregate Base Course as described in Table 220.2. 1-1 2 inch 100% 1 inch 60% - 100% 3/4 inch 50% - 90% #4 25% - 55% #40 10% - 30% #200 3% - 12% B. Material shall consist of crusher run stone or a mixture of crushed stone (90% minimum crusher- run material) and soil mortar uniformly mixed and so proportioned as to meet all the requirements specified herein. The stone shall be hard and durable with a percent of wear of not greater than forty-five (45), as determined by the Los Angeles Abrasion Test. C. The fraction passing the #200 sieve shall not be greater than two-thirds (2/3) of the fraction passing the #40 sieve. The fraction passing the #40 sieve shall have a Liquid Limit (L.L.) not greater than twenty-five (25) and Plasticity Index (P.I.) not greater than six (6).
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Base Course. Delete: The base course shall be bituminous concrete consisting of course and fine aggregate combined with asphalt cement, resulting in a mixture of Type BM-2 in conformance with Section 211 of the VDOT Specifications. Add: The base course shall be bituminous concrete consisting of course and fine aggregate combined with asphalt cement, resulting in a mixture of Type BM-25.0A in conformance with Section 211 of the VDOT Specifications.
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Related to Base Course

  • Specific Duties Manager’s duties include the following:

  • Course Materials The adoption of any course materials, print or electronic, after a Course Agreement is signed will require an agreed and signed addendum.

  • Authorized Use The Student Data shared pursuant to the Service Agreement, including persistent unique identifiers, shall be used for no purpose other than the Services outlined in Exhibit A or stated in the Service Agreement and/or otherwise authorized under the statutes referred to herein this DPA.

  • Business Locations Set forth on Schedule 6.20(a) is a list of all Real Properties located in the United States that are owned or leased by the Loan Parties as of the Closing Date. Set forth on Schedule 6.20(b) is a list of all locations where any tangible personal property of a Loan Party is located as of the Closing Date. Set forth on Schedule 6.20(c) is the chief executive office, jurisdiction of incorporation or formation and principal place of business of each Loan Party as of the Closing Date.

  • The Services The HSP agrees to provide the Services on the terms and conditions of this PFA including all of its Appendices and schedules.