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NYC Building Code

§ 1812.8.3.1 — § 1812.8.3.1

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What is NYC BC § 1812.8.3.1?

Quick Answer

This section outlines the design requirements for micropiles and their reinforcement. It specifies that steel reinforcement must carry a minimum percentage of the design compression load depending on the installation method. Applies to building owners involved in micropile construction and reinforcement design.

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

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1812.8.3.1 Reinforcement.

BC § 1812.8.3.1

For micropiles or portions thereof grouted inside a temporary or permanent casing or a hole drilled with grout, the steel pipe or steel reinforcement shall be designed to carry at least 40 percent of the design compression load. Micropiles or portions thereof grouted in an open hole in soil without temporary or permanent casing and without suitable means of verifying the hole diameter during grouting shall be designed to carry the entire compression load in the reinforcing steel. Where a steel pipe is used for reinforcement, the portion of the grout enclosed within the pipe is permitted to be included in the determination of the allowable stress in the grout.

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