Transmission And Substation Foundations - Technical Design Manual (TD06088E)

REINFORCEMENT FOR UPPER 6’-0 OF DRIVECAST™ PILE GROUT COLUMNS

This table provides basic information about the option to add steel reinforcement to the grout column outside the central steel shaft (hollow pipe or solid square) in the upper 6’-0 of soils with minimum 2” cover.

Perimeter or Reing’g (w/2” Clr) = π Dr

Asr = 0.004(Ag)

( π )(16 u ) 2

0.804 in 2

Hoops = 0.009 in 2 /in of spacing = 0.009 in 2 /(”12”) = 0.11in 2

Max = 0.004

4

DRAWINGS AND RATINGS

Figure 6-42

Figure 6-43

TABLE 6-9: STEEL REINFORECEMENT - DRIVECAST™ PILES PILES O.D. Asr (in2) REINF’G PERIMETER (in)

LONGIT BARS

HOOPS

SS

10”

0.314

18.85

(3) #3

“3@12”

SS

11”

0.380

21.99

(4) #3

“3@12”

SS, RS

12”

0.452

25.13

(4) #3

“3@12”

SS, RS

13”

0.531

28.27

(5) #3

“3@12”

SS, RS

14”

0.616

31.42

(4) #4

“3@12”

SS, RS

15”

0.707

34.56

(4) #4

“3@12”

SS, RS

16”

0.804

37.70

(4) #4

“3@12”

SS, RS

17”

0.908

40.84

(4) #4

“3@12”

SS, RS

18”

1.018

43.98

(4) #5

“3@12”

SS, RS

19”

1.134

59.69

(4) #5

“3@12”

SS, RS

20”

1.257

62.83

(4) #5

“3@12”

SS, RS

21”

1.385

65.97

(4) #5

“3@12”

SS, RS

22”

1.520

69.12

(5) #5

“3@12”

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