WASKITA BUILDING 2nd FLOOR : Jl. MT Haryono Kav 10 Cawang - Jakarta 13340Phone. +62-21 850 8530,+62-21 850 8531 Fax. +62-21 8591 2070

e-mail : wkprecast@waskita.co.idHome page : www.waskitaprecast.com

CIBITUNG OFFICE : Jl. Imam Bonjol No. 52, Cikarang Barat - BekasiPhone. +62-21 89100 585,+62-21 89100 587 Fax. +62-21 8900 324

PT. WASKITA KARYA (Persero) Tbk

WASKITA

DIVISI PRECAST

PRECAST CONCRETE PRODUCTS

Onward Through

High Quality Performance

BROCHURE

Edisi April 2014

Proyek Jalan Tol Gempol PorongGempol - Pasuruan, Jawa Timur

Proyek Jalan Tol Ngurah raiBenoa, Bali

Proyek Jalan Tol Ngurah raiBenoa, Bali

Proyek Dermaga Krakatau Bandar Samudera

Cilegon - Banten

Proyek NormalisasiKali Pesanggrahan - Jakarta

Proyek NormalisasiKali Citarum - Jawa Barat

Proyek NormalisasiKali Garang - Jawa Barat

Proyek Irigasi PeteronganJawa Timur

GIRDER PRODUCT

CORRUGATED CONCRETE SHEET PILE PRODUCT

FULL SLABPRODUCT

VOIDED PRODUCT

FLAT CONCRETE SHEET PILE PRODUCT

SQUARE PILE PRODUCT

SPUN PILE PRODUCT

DIAPHRAGM WALLPRODUCT

GIRDER PRODUCT

CORRUGATED CONCRETE SHEET PILE PRODUCT

FULL SLABPRODUCT

VOIDED PRODUCT

FLAT CONCRETE SHEET PILE PRODUCT

SQUARE PILE PRODUCT

SPUN PILE PRODUCT

DIAPHRAGM WALLPRODUCT

WASKITA BUILDING 2nd FLOOR : Jl. MT Haryono Kav 10 Cawang - Jakarta 13340Phone. +62-21 850 8530,+62-21 850 8531 Fax. +62-21 8591 2070

e-mail : wkprecast@waskita.co.idHome page : www.waskitaprecast.com

CIBITUNG OFFICE : Jl. Imam Bonjol No. 52, Cikarang Barat - BekasiPhone. +62-21 89100 585,+62-21 89100 587 Fax. +62-21 8900 324

PT. WASKITA KARYA (Persero) Tbk

WASKITA

DIVISI PRECAST

PRECAST CONCRETE PRODUCTS

Onward Through

High Quality Performance

BROCHURE

Edisi April 2014

Proyek Jalan Tol Gempol PorongGempol - Pasuruan, Jawa Timur

Proyek Jalan Tol Ngurah raiBenoa, Bali

Proyek Jalan Tol Ngurah raiBenoa, Bali

Proyek Dermaga Krakatau Bandar Samudera

Cilegon - Banten

Proyek NormalisasiKali Pesanggrahan - Jakarta

Proyek NormalisasiKali Citarum - Jawa Barat

Proyek NormalisasiKali Garang - Jawa Barat

Proyek Irigasi PeteronganJawa Timur

WASKITAPT. WASKITA KARYA (Persero) Tbk

DIVISI PRECAST

PC SPUN PILE CONCRETE PRODUCT

Specification of MaterialItem Reference Description Specification

Aggregate ASTM C33 - 1999 Standard Specification for Concrete

Aggregate

NI 2 PBI - 1971 Indonesian Concrete Code

Cement SNI 15-2049 - 2004 Portland Cement Standard product : Type I

Special order : Type II or V

Adimixture ASTM C494 - 1985 Standard Specification for Chemical

Adimixture for Concrete

Type F : Water reducing adimixtures

Concrete SNI 03-2847 - 2002 Indonesian Concrete Code Conpressive strength at : 28 days :

600kg/cm² (cube)

PC Wire JIS G 3536 - 1999 Uncoated Stress-Relleved Steel Wire

and strand for Prestressed Concrete

SWPD 1

PC Bar JIS G 3137 - 1994 Small Size Deformed Steel Bars for

Prestressed Concrete

SBPDL 1275 / 1420

Spiral Wire JIS G 3532 - 2000 Low Carbon Steel Wire SWMA / SWMP

Join Plate JIS G 3101 - 2004 Rolled Steel for General Structure SS - 400

Welding ANSI / AWS D1.1 - 1990 Structural Welding Code-steel AWS AS.1 / E6013 NIKKO STEEL RB 26

/ RD 260, LION 26, or equivalent

T T

PC WIRE / BAR

D

SBPDL

JOINTPLATE

Length (L)

STEELSHOE

JOINTPLATE

D

D

STEELSWMD

Length (L)

BOTTOM PILE

MIDDLE PILED

Shape and Dimension Design and Manufacturing References

Description

Classification

(mm) (mm) (cm²) (kg/m) (m) (ton.m) (ton.m) (ton)

A2 2,50 3,75 72,60

A3 3,00 4,50 70,75

B 3,50 6,30 67,50

C 4,00 8,00 65,40

A1 3,50 5,25 93,10

A2 4,20 6,30 89,50

B 5,00 9,00 86,40

C 6,00 12,00 85,00

A2 5,50 8,25 121,10

A3 6,50 9,75 117,60

B 7,50 13,50 114,40

C 9,00 18,00 111,50

A1 7,50 11,25 149,50

A2 8,50 12,75 145,80

A3 10,00 15,00 143,80

B 11,00 19,80 139,10

C 12,50 25,00 134,90

A1 10,50 15,75 185,30

A2 12,50 18,75 181,70

A3 14,00 21,00 178,20

B 15,00 27,00 174,90

C 17,00 34,00 169,00

A1 17,00 25,50 252,70

A2 19,00 28,50 249,00

A3 22,00 33,00 243,20

B 25,00 45,00 238,30

C 29,00 58,00 229,50

A1 40,00 60,00 412,00

A2 45,00 67,50 408,20

A3 49,00 73,50 400,70

B 55,00 99,00 385,20

C 65,00 117,00 373,10

A1 75,00 112,50 614,40

A2 81,00 121,50 606,40

A3 95,00 142,50 589,30

B 105,00 189,00 571,20

C 120,00 216,00 555,70

A1 120,00 180,00 759,10

A2 134,00 201,00 791,10

A3 156,00 234,00 768,00

B 170,00 306,00 736,70

C 200,00 360,00 718,20

Bending Moment Allowable

Axial

LoadCrack Ultimate

300 452 113 6 - 13

Outside

Diameter

D

Wall

Thickness

T Class

Concrete

Cross

Section

Unit

Weight

Length

L

60

350 582 145 6 - 15

400 766 191 6 - 16

65

75

450 930 232 6 - 16

500 1,159 290 6 - 16

80

90

600 1,571 393 6 - 16

800 2,564 641 6 - 24

100

120

1000 3,782 946 6 - 24

1200 4,948 1,237 6 - 24

140

150

WASKITAPT. WASKITA KARYA (Persero), Tbk

DIVISI PRECAST

PC SQUARE PILE CONCRETE PRODUCTSALURAN TERBUKA TIPE U ( U-Ditch)

A TT

D

A1

t

t1

C

xx

B

Lubang AngkatLifting Hole

SHAPE AND DIMENSION

Spesifikasi

Metode Produksi : Cetak basah dengan getaran Mutu beton : K-350

Baja tulangan : Tegangan leleh ≥4500 Kg/cm²

: Tegangan tarik ≥5000 Kg/cm²Rasio air semen : 0,5Panjang efektif : 1200 mm

SHAPE AND DIMENSION

A TT

D

A1

t

t1

C

xx

B

Lubang AngkatLifting Hole

PC SQUARE PILE CONCRETE PRODUCTSTANDAR COVER U-DITCH TIPE A&B

Cover U-Ditch Standar Tipe B untuk Beban Ringan

Cover U-Ditch Standar Tipe A untuk Beban Berat

L

W

RT

WASKITAPT. WASKITA KARYA (Persero) Tbk

DIVISI PRECAST

Tebal Lebar Panjang Coakan

T (mm) W (mm) L (mm) R (mm)

U 300 102 390 600 55

U 400 122 500 600 57

U 500 132 640 600 78

U 600 142 740 600 78

U 800 152 940 600 78

U 1000 152 1180 600 106

U 1200 152 1390 600 117

U 1400 180 1620 600 130

U 1600 200 1840 600 140

Dimensi U-ditch

Dimensi Cover U-ditch

Tebal Lebar Panjang Coakan

T (mm) W (mm) L (mm) R (mm)

U 300 75 390 600 55

U 400 90 500 600 57

U 500 90 640 600 78

U 600 100 740 600 78

U 800 100 940 600 78

U 1000 120 1180 600 106

U 1200 120 1390 600 117

U 1400 150 1620 600 130

U 1600 180 1840 600 140

Dimensi U-ditch

Dimensi Cover U-ditch

PC SQUARE PILE CONCRETE PRODUCTBOX CULVERT (Gorong - Gorong Kotak)

SPESIFIKASI :Metode Produksi : Cetak kering vertikal dengan getaran frekuensi tinggiMutu beton : Min. K-350

Baja tulangan : Tegangan leleh ≥4500 Kg/cm²

: Tegangan tarik ≥5000 Kg/cm²Rasio air semen : 0,5Panjang efektif : 1000 mm

SHAPE AND DIMENSION

Type A1 A T1 T2 C L X

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (Kg)

400 x 400 x 1200 BC 400 400 400 85 85 570 1200 80 515

500 x 500 x 1200 BC 500 500 500 90 90 680 1200 85 665

600 x 600 x 1200 BC 600 600 600 95 95 790 1200 90 860

800 x 800 x 1200 BC 800 800 800 110 110 1020 1200 105 1285

1000 x 1000 x 1200 BC 1000 A 1000 1000 125 125 1250 1200 120 1760

1000 x 1500 x 1200 BC 1000 B 1000 1500 170 170 1340 1200 150 2558

1000 x 2000 x 1200 BC 1000 C 1000 2000 180 180 1360 1200 170 3185

1200 x 1200 x 1200 BC 1200 1200 1200 142 142 1484 1200 140 2430

1500 x 1500 x 1200 BC 1500 1500 1500 165 165 1784 1200 160 3600

2000 x 1000 x 1200 BC 2000 A 2000 1000 180 180 2360 1200 170 4025

2000 x 1500 x 1200 BC 2000 B 2000 1500 200 200 2400 1200 190 4818

2000 x 2000 x 1200 BC 2000 C 2000 2000 210 210 2420 1200 200 5775

2000 x 2500 x 1200 BC 2000 D 2000 2500 230 230 2460 1200 210 6865

2000 x 3000 x 1200 BC 2000 E 2000 3000 250 250 2500 1200 230 8175

DimensionSize (mm)

Wide x Depth x Length

Approx.

Weight

SPECIFICATION Production method : Wet Cast with High Frequency Vibration (with Steam Curing)Concrete Quality : K-350

Reinforcement : Yield Strength ≥4500 Kg/cm²

: Tensile Strength ≥5000 Kg/cm²Water Cement Ratio : 0,5Effektive Length : 1200 mm

AT1T1

T2

A1

x

x

T2

C

WASKITAPT. WASKITA KARYA (Persero) Tbk

DIVISI PRECAST