Geotechnical Engineering Reports definition

Geotechnical Engineering Reports means the reports which meet the requirements described in Section 8.2 of the Technical Provisions.
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Geotechnical Engineering Reports means the reports documenting the assumptions, conditions and results of geotechnical investigations and analysis, as more particularly described in Section 8.2.1
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Examples of Geotechnical Engineering Reports in a sentence

  • As part of 33 the initial Geotechnical Engineering Report(s), Developer shall submit the Instrumentation Plan 34 to ADOT for review and comment.

  • With the Final Design Submittal of the associated 41 design, Developer shall submit a Final Geotechnical Engineering Report(s) to ADOT for review 42 and comment.

  • Objective: Provide a third-party review of PGSF Project Geotechnical Data Report and Geotechnical Engineering Reports.

  • The Final Geotechnical Engineering Report(s) must be signed and sealed by the 43 responsible Professional Engineer and include the Comment Resolution Form showing how the 44 Final Design Submittal addressed ADOT’s review comments.

  • As part of 26 the Initial Geotechnical Engineering Report(s), Developer shall submit the Instrumentation Plan 27 to ADOT for review and comment.

  • As part of 32 the Initial Geotechnical Engineering Report(s), Developer shall submit the Instrumentation Plan 33 to ADOT for review and comment.

  • Additional Information Required for this category: When addressing Criteria 2 and Criteria 4 for this service category: List projects and describe in detail what the Consultant has done regarding Geotechnical Engineering Reports or similar reports prepared for others.

  • The Final Geotechnical Engineering Report(s) must be signed and sealed by the 1 responsible Professional Engineer and include the Comment Resolution Form showing how the 2 Final Design Submittal addressed ADOT’s review comments.

  • With the Final Design Submittal of the associated 43 design, Developer shall submit a Final Geotechnical Engineering Report(s) to ADOT for review 44 and comment.

  • Fill slopes of 15 Slopes within rock cuts must comply with the geotechnical recommendations in the 16 Geotechnical Engineering Report(s) and the Contract Documents.