DRILLING AND SAMPLING METHODS Sample Clauses

DRILLING AND SAMPLING METHODS a. The location and depth of the borings proposed by the CONSULTANT shall be shown on a sketch accompanying the CONSULTANT’s PROPOSAL. If the CONSULTANT finds it necessary to change the location or depth of any of these proposed borings, the DISTRICT shall be notified and a new location or depth shall be agreed upon between the DISTRICT and the CONSULTANT.
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DRILLING AND SAMPLING METHODS. 4.3.1 Unless otherwise stipulated, drilling and sampling will be performed in accordance with current applicable ASTM Standards and other standards, including but not limited to ASTM Standards D1586, D1587, and D2113. Samples of soil shall be taken at the ground surface, at two feet below existing grade and at each identifiable change in condition, but not further apart than five feet in each of the borings unless otherwise specified on the boring drawing(s). Where clayey cohesive soils are encountered, thin-walled tube samples shall be taken of representative strata. Split-spoon samples shall be placed in sealed jars labeled with the following information:(1) boring numbers, (2) sample number, (3) sample depth, (4) blows per increment required to drive sample as per applicable standards, (5) date, (6) Project name, (7) Sampling Technician's name.
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DRILLING AND SAMPLING METHODS a. The location and depth of the borings proposed by the ENGINEER shall be shown on a sketch accompanying the ENGINEER’s proposal. If the ENGINEER finds it necessary to change the location or depth of any of these proposed borings, the DISTRICT shall be notified and a new location or depth shall be agreed upon between the DISTRICT and the ENGINEER.
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DRILLING AND SAMPLING METHODS. 3.3.1 Unless otherwise specified or approved by the Owner, drilling and sampling shall be performed in accordance with the applicable ASTM standards, current at the time of Agreement signing, including, but not limited to, ASTM D1586, D1587 and D2113. Soil samples shall be taken at the ground surface, at two feet below existing grade, and at each change in soil stratification or soil consistency, but not further apart than five feet in each of the borings unless otherwise specified on the boring plot plan(s). Where clay cohesive soils are encoun­tered, thin‑walled tube samples shall be taken of repre­sentative strata. Split‑spoon samples shall be placed in sealed jars labeled with the following information: (1) boring number, (2) sample number, (3) sample depth, (4) blows per foot required to drive sample, (5) date, (6) Project name, and (7) Consultant's name.
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DRILLING AND SAMPLING METHODS. 4.3.1 Unless otherwise stipulated, drilling and sampling will be performed in accordance with current applicable ASTM (American Society of Testing and Materials) standards and other standards, including, but not limited to, ASTM standards D1586, D1587 and D2113.
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