New Jersey Administrative Code
Title 19 - OTHER AGENCIES
NEW JERSEY MEADOWLANDS COMMISSION
Chapter 6 - BUILDING CODE
Subchapter 2 - FOUNDATIONS
- Section 19:6-2.1 - Scope
- Section 19:6-2.2 - Foundations; generally
- Section 19:6-2.3 - Depth of foundations
- Section 19:6-2.4 - Foundations at different levels
- Section 19:6-2.5 - Slabs on grade
- Section 19:6-2.6 - Construction
- Section 19:6-2.7 - Soil investigations; general
- Section 19:6-2.8 - Borings
- Section 19:6-2.9 - Test pits
- Section 19:6-2.10 - Probings (or auger borings)
- Section 19:6-2.11 - Boring methods
- Section 19:6-2.12 - Probings and geophysical explorations
- Section 19:6-2.13 - Existing borings
- Section 19:6-2.14 - Foundation loads
- Section 19:6-2.15 - Pile reactions
- Section 19:6-2.16 - Lateral loads
- Section 19:6-2.17 - Eccentricities
- Section 19:6-2.18 - Uplift forces
- Section 19:6-2.19 - Impact
- Section 19:6-2.20 - Stability
- Section 19:6-2.21 - Classifications
- Section 19:6-2.22 - Satisfactory bearing material
- Section 19:6-2.23 - Nominally unsatisfactory bearing material
- Section 19:6-2.24 - Allowable soil bearing pressures
- Section 19:6-2.25 - Bearing capacity of nominally unsatisfactory bearing materials
- Section 19:6-2.26 - Utility services
- Section 19:6-2.27 - Footings
- Section 19:6-2.28 - Foundation piers
- Section 19:6-2.29 - Foundation walls
- Section 19:6-2.30 - Construction of footings, foundation piers and foundation walls
- Section 19:6-2.31 - Pile foundations; general requirements
- Section 19:6-2.32 - Minimum pile penetrations
- Section 19:6-2.33 - Use of existing piles at demolished structures
- Section 19:6-2.34 - Tolerances and modification of design due to filed conditions
- Section 19:6-2.35 - Minimum spacing of piles
- Section 19:6-2.36 - Minimum section
- Section 19:6-2.37 - Capping and bracing of piles
- Section 19:6-2.38 - Splicing of piles
- Section 19:6-2.39 - General requirements for installation of piles
- Section 19:6-2.40 - Use of uncased concrete pile shafts
- Section 19:6-2.41 - Where more than one pile type, pile capacity or method of pile installation is used
- Section 19:6-2.42 - Pile foundations
- Section 19:6-2.43 - Allowable lateral load
- Section 19:6-2.44 - Uplift capacity
- Section 19:6-2.45 - Pile driving operations
- Section 19:6-2.46 - Equipment
- Section 19:6-2.47 - Procedures
- Section 19:6-2.48 - Pile types; specific requirements
- Section 19:6-2.49 - Timber piles
- Section 19:6-2.50 - Precast concrete piles (including prestressed sections)
- Section 19:6-2.51 - Cast-in-place concrete piles
- Section 19:6-2.52 - Compacted concrete piles
- Section 19:6-2.53 - Steel H sections
- Section 19:6-2.54 - Concrete-filled pipe piles
- Section 19:6-2.55 - Caisson piles
- Section 19:6-2.56 - Composite piles
- Section 19:6-2.57 - Underpinning
- Section 19:6-2.58 - Use of rock support in lieu of underpinning
- Section 19:6-2.59 - Stability
- Section 19:6-2.60 - Factor of safety
- Section 19:6-2.61 - Boring operations
- Section 19:6-2.62 - Piling
- Section 19:6-2.63 - Subgrade for footings, foundation piers and foundation walls
- Section 19:6-2.64 - Constructions required for or affecting the support of adjacent properties or buildings
- Section 19:6-2.65 - National standards for foundations
Disclaimer: These regulations may not be the most recent version. New Jersey may have more current or accurate information. We make no warranties or guarantees about the accuracy, completeness, or adequacy of the information contained on this site or the information linked to on the state site. Please check official sources.
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