Borings Sample Clauses

Borings. The Engineer shall incorporate soil boring data sheets prepared, signed, sealed, and dated by the Geotechnical Engineer. The soil boring sheets shall be in accordance with the State’s WINCORE software as can be found on the Texas Department of Transportation (TxDOT) website. The Engineer shall sign, seal and date soil boring sheets to be used in the PS&E package. The preparation of soil boring sheets must be in accordance with a State’s District standards.

Borings. 4.2.1 The location and depth of the borings proposed by the Consultant shall be shown on a sketch identified in subparagraph 3.1.1 accompanying this Agreement and listed in Article 9. If the Consultant finds it necessary to change the location or depth of any of these proposed borings, the Owner's Representative shall be notified and a new location or depth agreed upon between the Owner's Representative and the Consultant. 4.2.2 If unusual conditions are encountered, including but not limited to unanticipated materials which cannot be penetrated by standard sampling equipment, the Consultant shall immediately consult with the Owner's Representative. The Consultant shall take measures as required to obtain the necessary information, subject to the Owner's Representative's approval. 4.2.3 The Consultant shall advise the Owner's Representative as to any further exploration and testing required to obtain information that the Consultant requires for a professional interpretation of subsurface conditions at the building site and shall perform such additional work as authorized by the Owner. The extent of exploration undertaken shall be consistent with the scope of the project indicated by the information given above and any drawings attached hereto. Sampling operations for both disturbed and undisturbed samples shall be in accordance with recommended American Society for Testing and Materials (ASTM) Standards and other procedures, and as necessary to produce the information required for the Report(s).

Borings. 3.2.1 The number, size, depth and location of the borings shall not be changed without the Owner's approval. 3.2.2 If conditions are encountered, including but not limited to, unanticipated materials which cannot be penetrated by sampling equipment, the Consultant shall immediately consult with the Owner. When requested by the Owner, the Consultant shall core drill into the material as required to establish recommended footing elevations. 3.2.3 The Consultant shall advise the Owner if work beyond the Basic Services is required to obtain information that is required for a professional interpretation of subsurface conditions at the project site, and shall perform such additional work as authorized in writing by the Owner. If such work will result in additional charges to the Owner, written approval shall be obtained from the Owner for the amount of additional charges before proceeding. The extent of exploration undertaken shall be consistent with the scope of the Project indicated by the information given herein and any documents attached hereto. Sampling operations for both disturbed and undisturbed samples shall be in accor­dance with approved American Society for Testing Materials (ASTM) standards, or other procedures previously approved by the Owner, as necessary to produce the information required for the report(s).

Borings a. Type: Borings shall be as necessary to take split-barrel samples in soil, and rock cores in underlying bedrock or boulders as directed by the Inspector.

Borings. Seven roadway borings drilled to a depth of 10 feet are to be performed to determine topsoil and unsuitable soil depths, groundwater and soil conditions for the reconstruction of the existing roadway.

Borings. C-1 & C-2 are 80-ft, [160 lf}] 2. Borings: C-3 through C-4 are 20-ft, [40 lf] 3. After drilling and sampling, we will convert Boring C-1 into 50-ft deep Piezometer, PZ-2 Proposal: Cedar Creek Road Bridge & Channel Improvements, Fort Bend County, Texas Proposal No.: CP 19-1102

Borings. The CONSULTANT will advance the following borings: · Four borings at the subject intersection for evaluation of proposed signal pole locations. These borings will be drilled to depths of approximately 20 feet below ground surface, or to refusal on bedrock, whichever comes first. The borings will be advanced with a truck-mounted drill rig. The CONSULTANT will continuously observe the explorations, log the subsurface conditions, collect representative soil and rock samples, and transport all samples to the laboratory for further visual examination and testing. Soil samples will be obtained at 2-1/2- or 5-foot depth intervals by driving split-spoon samplers in accordance with the Standard Penetration Test procedure (ASTM D 1586).

Borings. 4.2.1 The location and depth of the borings proposed by the Geotechnical Engineer shall be shown on a sketch accompanying the Geotechnical Engineer’s proposal. If the Geotechnical Engineer finds it necessary to change the location or depth of any of these proposed borings, the Architect shall be notified and a new location or depth shall be agreed upon between the Architect and the Geotechnical Engineer. 4.2.2 In unusual conditions are encountered, including but not limited to unanticipated materials which cannot be penetrated by standard sampling equipment, the Geotechnical Engineer shall immediately consult with the Owner and Architect. 4.2.3 The Geotechnical Engineer shall advise the Owner and Architect as to any further exploration and testing required to obtain information that the Geotechnical Engineer requires for a professional interpretation of subsoil conditions at the building site and shall perform such additional work as authorized by the Owner after consultation with the Architect. The extent of exploration undertaken shall be consistent with the scope of the Project as indicated by the information given above and by any drawing attached hereto.

Borings. A/E shall perform a laboratory-testing program on samples of the earth materials obtained during the field explorations. The laboratory tests shall include moisture content, dry density, Atterberg limits, sand equivalent, sieve analyses, corrosion, compaction, and CBR tests. The estimated number of tests is presented in Table 1: