UFC 4-151-10
10 September 2001
CONTENTS
Page
Paragraph
1-1
SCOPE .................................................................................... 1-1
1-2
CANCELLATION ..................................................................... 1-1
Paragraph
2-1
GENERAL REQUIRMENTS .................................................... 2-1
2-1.1
Capacity................................................................................... 2-1
2-1.2
Details Applicable to all Pile Types.......................................... 2-2
2-2
REQUIREMENTS FOR SPECIFIC TYPE OF PILE................. 2-5
2-2.1
Untreated Timber Piles............................................................ 2-5
2-2.2
Treated Timber Piles ............................................................... 2-6
2-2.3
Precast (Including Prestressed) Concrete Piles ...................... 2-7
2-2.4
Cast-in-Place Concrete Piles................................................... 2-8
2-2.5
Steel H-Piles............................................................................ 2-9
2-2.6
Drilled Caissons and Auger-Placed Grout Piles .................... 2-9
2-2.7
Steel Pipe Piles ..................................................................... 2-10
2-2.8
Composite Piles..................................................................... 2-11
2-2.9
Sheet Piling - Steel ................................................................ 2-11
2-2.10
Sheet Piling Concrete ......................................................... 2-11
2-2.11
Sheet Piling Timber ........................................................... 2-12
Paragraph
3-1
SUBSTRUCTURE ................................................................... 3-1
3-1.1
Pile Caps All Types............................................................... 3-1
3-1.2
Timber ..................................................................................... 3-1
3-1.3
Concrete .................................................................................. 3-1
3-1.4
Steel ........................................................................................ 3-2
3-2
DECK....................................................................................... 3-2
3-2.1
Timber ..................................................................................... 3-2
3-2.2
Concrete .................................................................................. 3-2
3-2.3
Steel ........................................................................................ 3-2
Paragraph
4-1
SALTWATER IN OR BELOW SPLASH ZONE .................... 4-1
4-1.1
Minimum Diameter of Bolts ..................................................... 4-1
4-1.2
Minimum thickness of Metal in Straps and Fittings.................. 4-1
4-1.3
Coatings .................................................................................. 4-1
4-1.4
Washers .................................................................................. 4-1
4-1.5
Size of Bolt Holes .................................................................... 4-1
4-1.6
Locking of Bolts ....................................................................... 4-1
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