MATERIALS - 02458N0010

paid for at 30 times the unit price per unit length bod for piles.

Off-site disposal for cutoffs shall be the Contractor's responsibility.]

PART 2

PRODUCTS

2.1

MATERIALS

2.1.1

Piles

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NOTE: Choose one of the following options.

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NOTE: The option below covers piles pressure

treated with a preservative for land or fresh water.

Specify or indicate on the drawings the minimum butt

or tip circumference of the pile. Use butt

circumference for a friction pile and tip

circumference for an end-bearing pile.

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NOTE: For LANTNAVFACENGCOM projects only, the

following minimum circumferences normally apply:

Minimum Butt

Minimum Tip

Circumference for

Friction Piles

End-Bearing Piles

(Use Table 1.

(Use Table 2.

Capacity

ASTM D 25)

(metric tons)

(mm)

(18)

(965 mm)

(483 mm)

(23)

(965 or 1041 mm)*

(559 mm)

(27)

(1041 mm)

(635 mm)

*Depends on specific soil conditions encountered at the site.

Minimum Butt

Minimum Tip

Circumference for

Friction Piles

End-Bearing Piles

Use Table 1.

(Use Table 2.

Capacity

ASTM D 25)

(tons)

(inches)

(20)

(38 inches)

(19 inches)

(25)

(38 or 41 inches)

(22 inches)

(30)

(41 inches)

(25 inches)

*Depends on specific soil conditions encountered at the site.

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[Provide pressure treated Douglas fir or southern pine clean-peeled piles

conforming to ASTM D 25. Minimum [butt circumference measured at 900 mm 3

feet from the butt] [tip circumference] shall be [[_____] mm inches] [as

indicated]. Piles must be in one piece. Splices will not be permitted.]

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SECTION 02458N

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