Common use of Geotechnical Borings and Investigations Clause in Contracts

Geotechnical Borings and Investigations. 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 DocuSign Envelope ID: E767BC6F-115E-4461-9416-A68BBF4757F6 PS No. 5288 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 Borings and Investigations. 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 DocuSign Envelope ID: E767BC6F-115E-4461E6A69BC8-94161AF8-A68BBF4757F6 478D-A598-06F4CAE4CFA7 PS No. 5288 5290 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 Borings and Investigations. 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 DocuSign Envelope ID: E767BC6F-115E-4461F274686F-85C9-94164CBD-A68BBF4757F6 PS No. 5288 A478-F69018DCE295 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 Borings and Investigations. 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 DocuSign Envelope ID: E767BC6F-115E-4461A17636F5-941601D8-A68BBF4757F6 4DFA-AD46-30101F4B392A PS No. 5288 5277 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.