GEOTECHNICAL BORING INFORMATION Sample Clauses

GEOTECHNICAL BORING INFORMATION. The Engineer shall determine the location of proposed soil borings for bridge design, embankment settlement analysis, retaining walls, slope stability and along storm drain alignment in accordance with the latest edition of the State’s Geotechnical Manual. The State will review and provide comments for a boring layout submitted by the Engineer showing the general location and depths of the proposed borings. Once the Engineer receives the State’s review comments they shall perform soil borings (field work), soil testing and prepare the boring logs in accordance with the latest edition of the State’s Geotechnical Manual and State District’s procedures and design guidelines.
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GEOTECHNICAL BORING INFORMATION. The Engineer shall determine the location of proposed soil borings for bridge design, embankment settlement analysis, retaining walls, pavement, large sign / high mast illumination foundations, slope stability and along storm drain alignment in accordance with the latest edition of the State’s Geotechnical Manual. The State will review and provide comments for a boring layout submitted by the Engineer showing the general location and depths of the proposed borings. Once the Engineer receives the State’s review comments they shall perform soil borings (field work), soil testing and prepare the boring logs in accordance with the latest edition of the State’s Geotechnical Manual and State District’s procedures and design guidelines.
GEOTECHNICAL BORING INFORMATION. The Engineer shall determine the location of proposed soil borings for bridge design, in accordance with the latest edition of the State’s Geotechnical Manual. The State will review and provide comments for a boring layout submitted by the Engineer showing the general location and depths of the proposed borings. Once the Engineer receives the State’s review comments they shall perform soil borings (field work), soil testing and prepare the boring logs in accordance with the latest edition of the State’s Geotechnical Manual and State District’s procedures and design guidelines.
GEOTECHNICAL BORING INFORMATION. The Engineer shall develop a geotechnical report for bridges, slope stability, and pavement design based on geotechnical work performed during the schematic phase.
GEOTECHNICAL BORING INFORMATION. The Engineer shall determine the location of proposed soil borings for embankment settlement analysis, retaining walls, slope stability, along storm drain alignment; determining existing pavement section; new pavement section design; setting piezometers. Boring depths and locations will be in accordance with the latest edition of the State’s Geotechnical Manual. The State will review and provide comments for a boring layout submitted by the Engineer showing the general location and depths of the proposed borings. Once the Engineer receives the State’s review comments the Engineer shall perform soil borings (field work), soil testing and prepare the boring logs in accordance with the latest edition of the State’s Geotechnical Manual and State District’s procedures and design guidelines.

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