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What is NYC BC § 1811.3.1?

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This section addresses the requirements for deep foundation installations in areas with challenging soil conditions, such as glacial deposits or debris. The type of foundation and penetration criteria must be approved by the commissioner, ensuring safety during construction. Applies to building owners involved in deep foundation projects.

General informational summary. Not legal advice for your situation. Consult an attorney before acting on any specific matter.

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1811.3.1 Capacity as indicated by resistance to penetration.

BC § 1811.3.1

Where subsurface investigation and general experience in the area indicate that the soil that must be penetrated by the deep foundation consists of glacial deposits containing boulders, or fills containing rip-rap, excavated detritus, masonry, concrete or other obstructions in sufficient numbers to present a hazard to the installation of the deep foundations, the selection of type of deep foundation and penetration criteria shall be subject to the approval of the commissioner, but in no case shall the minimum penetration resistance be less than that stated in Tables 1811.3(a) and 1811.3(b).

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