Test Sections Sample Clauses

Test Sections. The procedures for constructing the test sections to determine the number of passes of the roller(s) for verification of the DCP requirements shall be included in the QCP and be in accordance with ITM 513. Test sections shall be approximately 225 ft long and 24 ft wide and be constructed in a production location. GPS measurements for all DCP tests shall be obtained with the rover.
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Test Sections. Test sections shall be constructed in the presence of the IFA with the available equipment of the Design-Build Contractor to determine the number of passes of the roller(s) for verification of the DCP blow counts for up to a 6 in. lift. GPS measurements for all DCP tests on the test sections shall be obtained with the rover. The soil in the test section shall meet the requirements of 203.09. The soil immediately below the test section in the first lift shall be proofrolled in accordance with 203.26 prior to construction of the lift. An additional test section will be required if there is a change in the type of soil used in the embankment. The Design-Build Contractor may also request additional test sections.
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Related to Test Sections

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  • Headings and References The headings of this Agreement are inserted for convenience only and neither constitute a part of this Agreement nor affect in any way the meaning or interpretation of this Agreement. When a reference in this Agreement is made to a Section, such reference shall be to a Section of this Agreement unless otherwise indicated.

  • Typical Sections The Engineer shall prepare typical sections for all proposed and existing roadways and structures. Typical sections must include width of travel lanes, shoulders, outer separations, border widths, curb offsets, managed lanes, and ROW. The typical section must also include Proposed Profile Gradeline (PGL), centerline, pavement design, longitudinal joints, side slopes, sodding or seeding limits, concrete traffic barriers and sidewalks, if required, station limits, common proposed and existing structures including retaining walls, existing pavement removal, riprap, limits of embankment and excavation, etc.

  • Captions and Paragraph Headings Captions and paragraph headings used herein are for convenience only and are not a part of this Agreement and shall not be used in construing it.

  • Captions and Headings The Article and Section headings throughout this Agreement are for convenience of reference only and shall in no way be deemed to define, limit or add to any provision of this Agreement.

  • Article and Section Headings The article and section headings herein are for convenience of reference only, and shall not limit or otherwise affect the meaning hereof.

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