Common use of DRILLING AND SAMPLING METHODS Clause in Contracts

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. b. If unusual conditions are encountered, including but not limited to unanticipated materials which cannot be penetrated by standard sampling equipment, the ENGINEER shall immediately consult with the DISTRICT. The ENGINEER shall take such measures as are required to obtain the necessary information, subject to the DISTRICT’s approval. c. The ENGINEER shall advise the DISTRICT as to any further exploration and testing required to obtain information that the ENGINEER requires for a professional interpretation of subsoil conditions at the PROJECT site and shall perform such additional work as authorized by the DISTRICT. The extent of exploration undertaken shall be consistent with that necessary to perform services consistent with the standards of the ENGINEER’s profession and that which would be necessary given the size and scope of the PROJECT consistent with the terms of this AGREEMENT. Sampling operations for both disturbed and undisturbed samples shall be in accordance with recommended American Society for Testing Materials (ASTM) Standards and other procedures, and as necessary to produce the information required for the Report(s). d. 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. e. Samples of soil shall be taken at the ground surface, at least 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, and (7) ENGINEER’s name. f. Rock cores shall be not less than one and one eighth (1-1/8) inches in diameter, and shall be placed in core boxes properly labeled as indicated above. g. The samples shall be preserved and field logs prepared by a California Registered Geotechnical Engineer. h. The ENGINEER shall notify the DISTRICT before drilling equipment is removed from the site and advise the DISTRICT as to the field description of soil conditions encountered. The ENGINEER shall perform such additional borings or other exploration as may be authorized by the DISTRICT.

DRILLING AND SAMPLING METHODS. a. The location and depth of the borings proposed by the ENGINEER CONSULTANT shall be shown on a sketch accompanying the ENGINEERCONSULTANT’s proposalPROPOSAL. If the ENGINEER 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 ENGINEERCONSULTANT. b. If unusual conditions are encounteredencountered including, including but not limited to to, unanticipated materials which cannot be penetrated by standard sampling equipment, the ENGINEER CONSULTANT shall immediately consult with the DISTRICT. The ENGINEER CONSULTANT shall take such measures as are required to obtain the necessary information, subject to the DISTRICT’s approval. c. The ENGINEER CONSULTANT shall advise the DISTRICT as to any further exploration and testing required to obtain information that the ENGINEER CONSULTANT requires for a professional interpretation of subsoil conditions at the PROJECT site and shall perform such additional work as authorized by the DISTRICT. The extent of exploration undertaken shall be consistent with that necessary to perform services consistent with the standards of the ENGINEERCONSULTANT’s profession and that which would be necessary given the size and scope of the PROJECT consistent with the terms of this AGREEMENT. Sampling operations for both disturbed and undisturbed samples shall be in accordance with recommended American Society for Testing Materials (ASTM) Standards and other procedures, and as necessary to produce the information required for the Report(s). d. Unless otherwise stipulated, drilling and sampling will be performed in accordance with current applicable ASTM Standards and other standardsstandards including, including but not limited to to, ASTM Standards D1586, D1587 and D2113. e. Samples of soil shall be taken at the ground surface, at least 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, and (7) ENGINEERCONSULTANT’s name. f. Rock cores shall be not less than one and one eighth (1-1/8) inches in diameter, and shall be placed in core boxes properly labeled as indicated above. g. The samples shall be preserved and field logs prepared by a California Registered Geotechnical Engineer. h. The ENGINEER CONSULTANT shall notify the DISTRICT before drilling equipment is removed from the site and advise the DISTRICT as to the field description of soil conditions encountered. The ENGINEER CONSULTANT shall perform such additional borings or other exploration as may be authorized by the DISTRICT.