• Codes
  • Features

    Features Overview

    Go to features
    Reference

    Reference.

    A reliable and up-to-date source of codes.
    Research

    Research.

    Rapidly and efficiently calculate project parameters.
    Collaboration

    Collaboration.

    Get everyone on the same page and streamline code research.
    Workflows
    Architects General Contractor Building Official & Plans Examiner Inspectors Owner Subcontractors Code Consultants
  • Pricing
  • Login
  • Sign Up
Sign Up
Login
  • Code Library
  • Features
  • Pricing
  • About
  • Careers
  • Help
  • Contact
  • Terms
  • Privacy
Sign Up
Upgrade to Premium
Code calculators: Code Calculators automatically generates a detailed list of requirements.
REFERENCE
Amendment Styling
Industry-leading search
Suggested code sections
Code diagrams
RESEARCH
Code calculators
Filter by topic
Code compare
Code sheet exports
COLLABORATION
Team projects
Bookmarks
Comments
START 2 WEEK FREE TRIAL
Have an account? Sign in
// CODE SNIPPET

1808.2.19 Heaved Piles

2010 Building Code of NY > 18 Soils and Foundations > 1808 Pier and Pile Foundations > 1808.2 Piers and Piles-General Requirements > 1808.2.19 Heaved Piles
JUMP TO FULL CODE CHAPTER
Piles that have heaved during the driving of adjacent piles shall be redriven as necessary to develop the required capacity and penetration, or the capacity of the pile shall be verified by load tests in accordance with Section 1808.2.8.3.

Related Code Sections


1808.2.19 Soils and Foundations, Heaved Piles
Piles that have heaved during the driving of adjacent piles shall be redriven as necessary to develop the required capacity and penetration ...
2010 Building Code of NY > 18 Soils and Foundations > 1808 Pier and Pile Foundations > 1808.2 Piers and Piles-General Requirements > 1808.2.19 Heaved Piles
1810.2.3 Soils and Foundations, Installation
space around the pile shaft shall be filled sufficiently to reestablish lateral support by the soil. Where pile heave occurs, the pile shall be replaced ...
2010 Building Code of NY > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Pile Foundations > 1810.2 Enlarged Base Piles > 1810.2.3 Installation
1810.4.6 Soils and Foundations, Heaved Elements
Deep foundation elements that have heaved during the driving of adjacent elements shall be redriven as necessary to develop the required capacity ...
Building Code 2015 of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.4 Installation > 1810.4.6 Heaved Elements
1810.4.6 Soils and Foundations, Heaved Elements
Deep foundation elements that have heaved during the driving of adjacent elements shall be redriven as necessary to develop the required capacity ...
2020 Building Code of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.4 Installation > 1810.4.6 Heaved Elements
1810.4.1 Soils and Foundations, Structural Integrity
A precast concrete pile shall not be driven before the concrete has attained a compressive strength of at least 75 percent ...
Building Code 2015 of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.4 Installation > 1810.4.1 Structural Integrity
Help Contact Us Privacy Terms
Code diagrams
Code diagrams
Unpack the code through illustrations and descriptions.
Code sheet exports
Code sheet exports
Generate a code sheet that integrates with your drawing set.
Shared projects
Shared projects
Projects provide a dedicated space to collaborate on code research.
Code Calculators
Code Calculators
Code calculators automatically generate a detailed list of requirements.
Search
Search
Don't miss relevant code. Quickly locate sections across your jurisdiction.
Code Compare
Code Compare
Highlight differences between any two building codes.
UpCodes Premium
Leverage the most sophisticated code compliance platform.
TRY FREE FOR TWO WEEKS VISIT PRICING
UpCodes Premium
Leverage the full code compliance platform.
START 2 WEEK FREE TRIAL LEARN MORE