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Code (mm) Sketch a b c d e

BP1 25 15 100 1085 415 -

BP2a 13 8 315 8 - -

BP3 25 35 30 35 - -

BP4 13 15 7.5 10 - -

Code (mm) Sketch a b c d e

BP2b 13 52 2886.73 - - -

BP1a 25 15 100 1085 215 -

BP1b 25 - - - - 300

Total

Total Weight

Total Weight

Tambahan Tulangan Kepala Bore Pile

Reinf. Diameter Dimension (cm)

BORED PILE OF ABUTMENT 1 (TYPE 1)

Reinf. Diameter Dimension (cm)

Total

a

bc

d

a c

b

aa

b

ab

c

d

a

ac

b

b

b

b

e

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BP2a 13 8 315 8 - -

BP3 25 35 30 35 - -

BP4 13 15 7.5 10 - -

a c

b

aa

b

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Panjang A1 =

Total Total Unit Total

Length Number Weight Weight

f g (cm) (pcs) (kg/m) (kg)

- - 1615 30 3.851 1,866.01

Keliling lingkaran =

- - 331 117 1.04 403.31

Space 100 =

- - 100 4 3.85 15.41

Space 150 =

- - 55 84 1.04 48.11

2,332.84 Bracing =

2,332.84

Panjang A1 =

Total Total Unit Total

Length Number Weight Weight

f g (cm) (pcs) (kg/m) (kg)

- - 2990.73 1 1.04 31.15

Spiral tambahan =

31.15

186.88

- - 1415 30 3.851 1,634.92

Keliling lingkaran =

- - 300 15 3.851 173.31

Space 100 =

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- - 331 104 1.04 358.50

Space 150 =

- - 100 6 3.85 23.11

Bracing =

- - 55 84 1.04 48.11

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14000 14000 Type 1 Ex. Sonic Loging

V V Type 2 Ex. Normal

1400 1400

262.4286

70

46.66667

84

14000 14000

V V

1400 1400

13.33333 262.43 11

262.4286

70

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33.33333

84