E Cataloyutddudiufuffihhygue Adhi Persada Beton E Catalogue APB

COMPANY P R O F I L E

H e a d O f f i c e : J l . R a y a P a s a r M i n g g u K M 1 8 ( S o u t h B u i l d i n g 2 n d f l o o r ) J a k a r t a 1 2 5 1 0 - I n d o n e s i aTelp .+62217975312 ; Fax .+62217980252 ; Emai l [email protected]. id ; Website .www.adhipersadabeton.co. id

Daftar Isi Table of Content

SambutanDirektur UtamaPT ADHI KARYA (Persero) Tbk.

PT ADHI PERSADA BETON

Statementfrom Board

PT ADHI KARYA (Persero) Tbk.


Tentang KamiV i s i - M i s i - V a l u e

L o k a s i P a b r i k

About UsV i s i on - M i s s i on - Va lue

P re ca s t P l ant Lo ca t i on

Produk KamiPC Spun PI le

PC Square Pi le

Corrugated Concrete Sheet Pi le

Flat Sheet Pi le

PC Girder

Box Culver t

Adhi Tetra

U-Ditch

dll.

Our ProductsPC Spun PI le

PC Square Pi le

Corrugated Concrete Sheet Pi le

Flat Sheet Pi le

PC Girder

Box Culver t

Adhi Tetra

U-Ditch

etc.

Pengalaman ProyekTol Nusa Dua - Ngurah Rai - Benoa

Tol Gempol - Pasuruan

Tol Cikampek - Palimanan

Tj. Priok Urgent Rehabilitation

dll.

Project Exper ienceNusa Dua - Ngurah Rai - Benoa Toll Road

Gempol - Pasuruan Toll Road

Cikampek - Palimanan Toll Road

Tj. Priok Urgent Rehabilitation

etc.

Head Office : Jl. Raya Pasar Minggu KM 18 (South Building 2nd floor) Jakarta 12510 - Indonesia T.+62217975312 ; F.+62217980252 ; [email protected] ; W.www.adhipersadabeton.co.id

PT ADHI PERSADA BETONHead Office : Jl. Raya Pasar Minggu KM 18 (South Building 2nd floor) Jakarta 12510 - Indonesia Telp.+62217975312 ; Fax.+62217980252 ; [email protected] ; Website.www.adhipersadabeton.co.id


turut berpartisipasi dalam proyek pembangunan nasional baik yang berskala kecil maupun besar

Pelanggan Terhormat,

Seiring dengan pertumbuhan perekonomian Indonesia yang tinggi terakhir ini, mendorong kebutuhan pembangunan infrastruktur, sebagai tuntutan kebutuhan kehidupan yang semakin maju berkembang, baik itu jalan raya, jalan tol, jembatan, pengembangan pelabuhan, bandara, maupun sarana transportasi masa depan, seperti monorel. ADHI sendiri, sebagai perusahaan konstruksi terbuka tentu secara langsung akan sangat berperan ambil bagian.

Dengan gambaran seperti di atas, maka kebutuhan akan beton pracetak ( precast concrete ) akan meningkat seiring pemenuhan kebutuhan. Apalagi ditunjang kemampuan engineering ADHI yg sudah proven dan terbatasnya lahan proyek akhir - akhir ini, maka keputusan untuk mendirikan, mengkelola dan memasarkan produk precast concrete bagi ADHI menjadi keharusan. Untuk itulah didirikan PT Adhi Persada Beton initial APB dengan branding produknya Adhi Beton, dimana tahap awal dengan 2 lokasi pabrik yakni wilayah barat di Sadang Purwakarta dan wilyah timur di Mojokerto, sengaja didedikasikan baik pemenuhan kebutuhan Adhi sendiri, juga pelanggan precast concrete umumnya.

Profesionalisme, kualitas produk, biaya yang efektif dan efisien, menjadi modal APB dalam memasuki persaingan selain inovasi dan engeering capability ADHI.Akhirnya dengan memohon ridlo Tuhan Yang Maha Kuasa, dan dengan dilandasi corporate culture ADHI, bekerja cerdas, berintegritas dalam kebersahajaan, APB akan mampu memenuhi kebutuhan pelanggan dengan produk Precast Concrete yg berkualitas.

Jakarta, 2 januari 2014PT Adhi Karya (Persero) Tbk.

SalamKiswodarmawanDirektur Utama

Dear customers,

Due to higher the growth of Indonesian economic, increasing the need of infrastructure development in modern life as demanding needs for the better life, such as roads, toll roads, bridges, ports, airports and future transportation facilities such as monorail. ADHI as a public company, will certainly take a part in infrastructure development in Indonesia.

With description as above, the need of precast concrete will rise continually as fulfilling these. Supported with reliable and proven engineering capability of ADHI, and the decreasing of project area, the decision to establishing, managing and marketing precast product is a must for ADHI. Base on that consideration, ADHI establish PT. Adhi Persada Beton to supply the demand of precast concrete for line contruction of ADHI itself and general market. PT. Adhi Persada Beton (APB) with Adhi Beton as product brand is established by setting up two factories at Sadang, Purwakarta (west region) and Mojokerto (east region).

Proffesionalism, product quality, effective and efficient budgeting, along with inovation and ADHI engineering capability, is a principal for APB in entering competition in precast concrete market. Finally, with the blessing of God Almighty along with the corporate culture of ADHI, work smart, integrity and unpretentious, APB is expected to be able to meet customer need of high quality precast concrete.

Jakarta, 2 januari 2014PT Adhi Karya (Persero) Tbk.

RegardsKiswodarmawanCEO

Pelanggan Terhormat

Sesuai dengan tuntutan lima lini bisnis ADHI dan semakin berkembangnya pembangunan infrastruktur mendorong untuk terus melakukan inovasi guna meningkatkan daya saing dan nilai tambah dalam bisnis ADHI. PT Adhi Persada Beton yang merupakan anak perusahaan ADHI dimana core business sebagai produsen dan pemasang precast concrete dengan brand product Adhi Beton siap menjawab tuntutan dan tantangan tersebut.

Adhi Beton menerapkan system management mutu ISO 9001:2008. Berbekal pengalaman saat ini kami terus berbenah untuk meningkatkan kualitas dan kuantitas serta mengutamakan kepuasan pelanggan dengan prinsip trusted, commitment dan excellent. Berdasarkan prinsip Adhi Persada Beton tersebut , kami menjadi lebih dekat dengan pelanggan dan memberikan service engineering yang terbaik.

Melalui media ini kami bermaksud untuk memberikan gambaran yang cukup tentang produk kami dengan pengalaman dan pelanggan yang terus bertambah kami siap berkontribusi membangun Persada Indonesia, Kami sampaikan terima kasih atas kepercayaan dan kerjasamanya.

Dear Customers

In accordance to the demands of five business lines ADHI and rapidly development of infrastructure encourage to continuously innovate in order to improving competitiveness and added value in the business of ADHI. PT Adhi Concrete Persada, a subsidiary of ADHI where the core business as a manufacturer and supplier of precast concrete product with a brand Adhi Beton ready to answer these demanding and challenging.

Adhi Beton implement ISO 9001:2008 quality management system, Base on current experience and continue to improve customer satisfaction with the principle trusted, commitment and excellent. With the principle of the Adhi Persada Beton , we become closer to the customer and provide the best engineering services.

Through this media we intend to provide a sufficient overview of our product and customer experience continues to grow up. We are ready contributing to build Persada Indonesia , We say thank you for your trust and cooperation .

1. Komisaris Utama : Bambang Pramusinto2. Komisaris : Wijaya Iman Santosa3. Komisaris : Adriyanto Karyo Utomo4. Komisaris : Hero Birawan

Soni YaniarsoD i r ek tu r Keuangan PT Adhi Persada Beton

KiswodarmawanD i r e k t u r U t a m aPT Adhi Karya (Persero) Tbk.

Agus KariantoD i r e k t u r U t ama

PT Adhi Persada Beton




SAMBUTAN DIREKTUR UTAMAPT ADHI KARYA (Persero) Tbk.

S T A T E M E N T F R O M B O A R DPT ADHI KARYA (Persero) Tbk.

1 43 2

Menjadi Perusahaan Penyedia dan Pemasang Precast Concrete Dua Besar di Indonesia pada tahun 2018.

1. Membangun dan mengoperasikan Pabrik precast concrete dengan kapasitas 380 ribu ton di tahun 2014 dan 1,5 juta ton di tahun 2018.

2. Memproduksi precast concrete yang efektif dan efisien dengan standar ISO 9001 , OHSAS 18001 dan ISO 14001.

3. Melakukan pemasaran dengan pola market intimacy dan engineering services.

4. Membangun dan meningkatkan skills SDM terus menerus serta menciptakan dan menjaga iklim kerja yang kondusif pegawai pabrik .

5. Mengkelola tata kelola keuangan dengan utamanya cash in, umur persediaan sehingga terjaga likuiditas perusahaan.

6. Melakukan pengendalian produksi melalui IT system mulai tahun 2014.

7. Menerapkan Corporate Culture yang membumi dan memastikan terlaksananya Good Corporate Government

1. Build and operate Precast Concrete factory with 380 hundred thousand ton in 2014 and growth to 1.5 million ton in 2018

2. Produce Precast Concrete factory promoting effectivity and also efficiency that based on ISO 9001 OHSAS 18001 and ISO 14001.

3. Marketing Strategy with Market intimacy and Engineering Services

4. Create and upgrading Human Resource Skills continously and create conducive working environment to each employer.

5. Manage financial especially cash in , to make stability of corporat liquidity

6. Controlling productivity with IT system in 2014

7. Down to Earth Corporate Culture to make Good Corporate Government assurance

Bekerja Cerdas, maka segenap jajaran Adhi Persada Beton

agar mampu bekerja secara cerdas dan cepat,dengan

mengedepankan inovasi dan effisiensi yang dilandasi jiwa

entrepreneurship.

Berintegritas, setiap insan APB menerapkan konsistensi

antara perkataan dengan perbuatan, berkomitmen

dan bertanggung jawab untuk melaksanakan seluruh

kewajibannya

Bersahaja, Setiap insan APB harus memiliki sikap sederhana

dan rendah hati (tidak arogan) agar mampu menciptakan

iklim kerja yang kondusif.

Work Smart, Adhi Persada Beton encouraged all ranks

to be able to work smart and fast, promoting innovation

and efficiency that is based on an entrepreneurship

spirit.

Integrity, In working, each Adhi Persada Beton must

prioritize integrity. In running the business, Adhi

Persada Beton person is consistent with words and

deeds, committed and responsible to assignment given.

Unpretentious, Is the essence of proportionate

behavior principles.Adhi Persada Beton person also

posses simple and modest attitude to create coducive

working environment.

To become a second leading Precast Concrete Supplier and Installer in Indonesia at 2018

VISI

MISI

NILAI

V I S I - M I S I - N I L A I

VISION - MISSION - VALUE

VISION

MISSION

VALUE

Kantor PusatJl. Raya Pasar Minggu KM 18 Jakarta Selatan

Pabrik 1Jl. Raya Sadang - Subang KM 18 Jawa Barat

Kantor Pusat

Pabrik 1 Pabrik 2

L O K A S I P A B R I K

FA C T O R Y L O C AT I O N

Pabrik 2Jl. Raya Banong - Mojokerto KM 1 Jawa T imur




P i l i n g P ro d u c t s

P R O D U K K A M I

O U R P R O D U C T S

PC Spun Pile

PC Square Pile

CC Sheet Pile

Flat Sheet Pile

O t h e r P ro d u c t s

PC Girder

Adhi Tetra Box Culvert

Prestress Precast Concrete Pavement




P C S P U N P I L E

Type of Pile : Prestressed Concrete Spun Pile

System of Splicing : Welded at Steel Joint Plate

Type of Shoe : Pencil (Standard Product)

Hammer : Diesel or Hydraulic Hammer

Conrete Grade : K600

Standard Operational Procedure

: P 124 EN 001 (Production Procedure) P 124a-b PC 002 (Spun Pile Production Procedure)

Description

Specification of MaterialItem Refference Description Specification

Agregate ASTM C33 - 1999 Standard Specification for Concrete Agregates

NI 2 PBI - 1971 Indonesian Concrete Code

Cement SNI 15-2049-2004 Portland Cement Standard Product : Type 1Special Order : Type 2 or 5

Admixture ASTM C494 - 1985 Standard Specification for Chemical Admixture for Concrete

Type F : Water Reducing Admixture

Concrete SNI 03-2847-2002 Indonesian Concrete Code Compressive strength at 28 days : 600 kgf/cm2 (cube)

PC Wire / PC Strand

JIS G 3536 - 1999 Uncoated Stress-Relieved 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

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

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

Welding ANSI / AWS D1.1 - 1990 Structural Welding Code - Steel AWS A S.1 / E 6013 NIKKOSTEEL RB 26 / RD 260,LION 26 , or equivalent

Refference Table for Pile Driving Selection 300 400 500 600 800 1000

400 500 600 800 1000 1200

Type of Diesel Hammer DD25 ~ DD40 DD40 ~ DD53 DD53 ~ DD63 DD63 ~ DD73 DD73 ~ DD83 DD83 ~ DD113

Max. Jump (m)

Hammer Weight (ton) 2.5 ~ 4.0 4.0 ~ 5.3 5.3 ~ 6.3 6.3 ~ 7.3 7.3 ~ 8.3 8.3 ~ 11.3

Hammer Energy (kilojoule) 58 ~ 120 120 ~ 158 158 ~ 190 190 ~ 220 220 ~ 248 248 ~ 330

Common Driving Penetration (mm/10 blows)

20 ~ 40 20 ~ 40 20 ~ 50 30 ~ 60 30 ~ 60 30 ~ 60

Spun Pile Specification

2.5 ~ 3.0

Description

PRECAST CONCRETE SPUN PILE

Spesification of Materials

Refference Table for Pile Driving Selection

Spun Pile SpesificationAllowed

crack ultimate Axial Load(mm) (mm) (cm2) (Kg/m) (m) (ton.m) (ton.m) (ton)

A2 2,5 3,8 72,6A3 3,0 4,5 70,8B 3,5 6,3 67,5C 4,0 8,0 65,4A1 3,5 5,3 93,1A3 4,2 6,3 89,5B 5,0 9,0 86,4C 6,0 12,0 85,0A2 5,5 8,3 121,1A3 6,5 9,8 117,6B 7,5 13,5 114,4C 9,0 18,0 111,5A1 7,5 11,3 149,5A2 8,5 12,8 145,8A3 10,0 15,0 143,8B 11,0 19,8 139,1C 12,5 25,0 134,9A1 10,5 15,8 185,3A2 12,5 18,8 181,7A3 14,0 21,0 178,2B 15,0 27,0 174,9C 17,0 34,0 169,0A1 17,0 25,5 252,7A2 19,0 28,5 249,0A3 22,0 33,0 243,2B 25,0 45,0 238,3C 29,0 58,0 229,5A1 40,0 60,0 409,5A2 46,0 69,0 405,5A3 51,0 76,5 397,4B 55,0 99,0 380,8C 65,0 117,0 364,5A1 75,0 112,5 605,5A2 84,0 126,0 602,7A3 97,0 145,5 586,7B 105,0 189,0 564,9C 120,0 216,0 549,2A1 120,0 180,0 794,7A2 139,0 208,5 777,8A3 150,0 225,0 766,7B 170,0 306,0 730,1C 200,0 360,0 708,2

Wall Thickness

Bending MomentConcrete SectionClass

Outside Diameter

Unit Weight Length

300 60 0,452 113 6-13

350 65 0,582 145 6-15

400 75 0,766 191 6-16

450 80 0,930 232 6-16

500 90 1,159 290 6-16

600 100 1,571 393 6-16

800 120 2,564 641 6-18

1000 140 3,782 946 6-20

1200 150 4,948 1236 6-24




PC SQUARE PILEPRECAST CONCRETE SQUARE PILE








PC Wire / PC Strand


SWPD 1


SBPDL 1275/1420



Spesification of Materials Square Pile Specification

Allow Ult 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A 2.24 3.84 81.40

B 2.50 4.81 79.62

C 2.76 5.77 77.92

A 3.62 5.77 118.59

B 3.95 6.92 116.76

C 4.33 8.30 114.66

D 4.88 10.38 111.60

A 5.22 7.30 163.98

B 5.91 9.69 160.68

C 6.58 11.00 157.45

D 7.24 13.08 154.32

A 7.84 11.07 213.96

B 8.64 13.83 210.60

C 9.43 16.60 207.32

D 11.65 24.91 198.01

A 11.11 15.57 270.98

B 12.02 18.68 267.61

C 12.90 21.80 264.30

D 14.63 28.02 257.88

A 15.07 20.76 335.12

B 16.08 24.31 331.72

C 17.08 27.68 328.38

D 18.06 31.13 325.09

AXIAL LOAD (ton)

2500 625

LENGTH ( m )

1225 306

1600 400.000

2025 506

625 156

900 225

CONCRETE AREA (cm2)

WEIGHT (kg/m')

50 X 50

TYPE

MOMENT (ton-m)

25 X 25

30 X 30

35 X 35

40 X 40

45 X 45

PILE SIZE ( cm )











PC Wire / PC Strand


SWPD 1


SBPDL 1275/1420



Spesification of Materials

CCSPCORRUGATED CONCRETE SHEET PILE

CC Sheet Pile Specification

8 9 10 11 12 13 14 15 16 17 18 19 20 21

A 11,40

B 13,30

A 15,60

B 17,00

A 20,10

B 23,40

A 26,90

B 30,70

A 35,20

B 40,40

A 50,60

B 59,60W - 600 . 1000 600 120 996

W - 450 . 1000 450 120 996

325 110 996

400 120 996

W - 325 . 1000

350 120 996W - 350 . 1000

W - 400 . 1000

W - 500 . 1000 500 120 996

LENGTH ( m )WIDTH (mm)

PILE SIZE ( cm ) TYPEHEIGHT (mm)

THICKNESS (mm)

CRACKING MOMENT

(Tf-m)

DIMENSIONCROSS

SECTION

H t i j e a b c d h f (cm2)

A

B

A

B

A

B

A

B

A

B

W-600 . 1000 A 600 120 400 200 306 150 126 256 125 480 100 0.208

100 0.182

TYPE

336 140 138 276 110 380

123 246 117 330 100 0.184

93 280 100 0.160

450 120 250 200 322 155W-450 . 1000

W-500 . 1000

400 120 200 200

500 120 300 200

321.4 76 230 100 0.147

W-400 . 1000 370 130 148 296

0.132W-325 . 1000

W-350 . 1000 350 120 150 200 404 117.3 160.7

109 169 338 63 215 100

TOP END SECTION (mm) MIDDLE SECTION (mm)

325 110 125 200 430

Cross Moment of

Section Inertia

H A I

(cm) (cm2) Yu (cm) Yl (cm) (cm4) Zu (cm3) ZI (cm3)

A

B

A

B

A

B

A

B

A

B

W-600 . 1000 A 60 2078 30 -30 765907 25530 -25530

1818 25 -25 462362 18494 -18494

1835 22.5 -22.5 353354 15705 -15705

1598 20 -20 248685 12434 -12434

1468 17.5 -17.5 169432 9682 -9682

1315 16.2 -16.2 134261 8262 -8262W-325 . 1000

W-350 . 1000

W-400 . 1000

W-450 . 1000

W-500 . 1000

32.5

35

40

45

50

CROSS SECTION CHARACTERISTIC

TYPEHeight

Distance From Section

Neutral Axis Modulus

Y Z

CCSP Spesification

Dimension

Cross Section Characteristic




A. Flat Prestressed Concrete Sheet Piles

Length

(m) B T Crack Ultimate

FPC-220 A-500 3.3 5.4FPC-220 B-500 3.7 6.7FPC-220 C-500 4.1 8.1FPC-220 D-500 4.4 9.4FPC-220 E-500 4.7 10.8FPC-220 F-500 5.2 11.0FPC-220 G-500 6.0 13.7FPC-320 A-500 6.1 7.9FPC-320 B-500 6.7 9.8FPC-320 C-500 7.2 11.8FPC-320 D-500 7.8 13.7FPC-320 E-500 8.4 15.7FPC-320 F-500 8.9 17.7FPC-320 G-500 9.4 19.6FPC-320 H-500 9.9 21.6FPC-320 I-500 10.4 23.5FPC-320 J-500 10.9 25.5FPC-320 K-500 11.4 27.5FPC-320 L-500 11.8 29.4FPC-320 M-500 12.2 31.4FPC-320 N-500 13.9 31.9

DIMENSIONS AND BENDING MOMENT CAPACITY

Type

6 - 14 500 220

6 - 14 500 320

Bending Moment CapacityDimensions (mm)

B. Flat Reinforced Concrete Sheet PilesCracking

B T Moment (ton.m)

Concrete Cube Compressive Strength : 350 kg/cm2

FRC-220 A-500 220 1.5FRC-320 A-500 320 3.2

Concrete Cube Compressive Strength : 500 kg/cm2

FRC-220 B-500 220 1.7FRC-320 B-500 320 3.6

Dimensions (mm)Type Length

6 - 14 500

4 - 10 350








PC Wire / PC Strand


SWPD 1


SBPDL 1275/1420



Flat Sheet Pile SpesificationSpesification of Materials

FCSPF L AT C O N C R E T E S H E E T P I L E




SNI 03 - 1725 - 1989 : Recommebdation for Design Loading of Highway BridgesBMS 7 - 1992 : Bridge Design CodeAASTHO - 1992 : Standard Specification for Highway BridgesACI 318 - 2002 : Building Code Requirements for Structural ConcreteSNI 03 - 2847 - 2002 : Indonesian Concrete Code

Description

I-Girder

PC I GIRDER Shape and Dimension

90 125 160 170 210 230

h1 mm 75/200 75/200 125/200 200 200 200

h2 mm 75 75 75 120 120 120

h3 mm 100 100 100 250 250 250

h4 mm 125 125 125/225 250 250 250

h5 mm 62.5 62.5 21 50 50 50

h6 mm - - 22 40 40 40

A mm 170 170 180 200 200 200

B mm 350/550 350/550 550/700 800 800 800

B1 mm - - 540 600 600 600

C mm 650 650 650 700 700 700

Notation UnitH (cm)

PC I GIRDER Classification

(m) H-90 H-125 H-160 H-170 H-210 H-230 (m) H-90 H-125 H-160 H-170 H-210 H-230

16 185 230 16 185 23017 140 230 17 140 23018 140 230 18 140 23019 140 230 19 23020 230 20 185 23021 230 21 185 23022 230 22 140 23023 230 23 140 23024 185 230 24 140 23025 185 230 25 23026 140 230 26 23027 140 230 27 185 23028 140 230 28 185 23029 230 29 185 23030 230 30 140 23031 230 31 140 23032 230 32 140 185 23033 230 33 140 185 23034 230 34 185 23035 185 230 35 140 23036 185 230 36 140 23037 185 230 37 140 185 23038 140 185 230 38 140 185 23039 140 185 230 39 140 185 23040 140 140 230 40 185 18541 140 140 230 41 140 18542 140 140 230 42 140 18543 140 140 230 43 140 14044 140 230 44 140 14045 185 230 45 140 14046 185 230 46 14047 185 230 47 14048 185 185 48 14049 185 185 4950 140 185 5051 140 185 5152 140 140 52

Span SpanBeam Spacing (cm)

A - Class (cube : 800 kg/cm2)

Beam Spacing (cm)

B - Class (cube : 500 kg/cm2)

PC GIRDERP R E C A S T C O N C R E T E G I R D E R

PC U-GIRDER SHAPE AND DIMENSIONHeight (H) Weight

(cm) (ton/m) hf1 hf2 hw1 hw2 t web Wa Wb

120 2.273 170 100 130 800 300 1000 1720

130 2.422 170 100 230 800 300 1000 1720

140 2.572 170 100 330 800 300 1000 1720

165 2.948 170 100 130 1250 300 1000 1900

175 3.098 170 100 230 1250 300 1000 1900

185 3.248 170 100 330 1250 300 1000 1900

Notation (mm)

PC U-GIRDER CLASSIFICATIONHeight (H)

(cm) 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42

120 130 140 165 175 185

Concrete Compressive Strength 600 kg/cm2 (cube) Concrete Compressive Strength 800 kg/cm2 (cube)

Span (m)

U-Girder




No TypeWeight (ton)

Volume (m)

Area (m)

h d S r1 r2 r3 b c e

1 2.0 1.8 0.8 5.4 1420 1525 1695 340 210 155 685 55 930

2 3.2 2.9 1.3 7.3 1650 1770 1970 395 245 180 800 65 1075

Mutu Beton : FC-180 kgf/cm2 Tulangan : Baja n8 & n10 Ukuran : Type 1 = 2 Ton

Type 2 = 3,2 Ton

Permukaan : Beton expose

Adhi Tetra Type 3,2Adhi Tetra Type 2

ADHI TETRA

Spesification




Nominal S H t1 t2 W L Weight (kg)

1 BC 400 400 400 85 85 570 1,200 5152 BC 500 500 500 90 90 680 1,200 6653 BC 600 600 600 95 95 790 1,200 8604 BC 800 800 800 110 110 1,020 1,200 1,2855 BC 1000 1,000 1,000 125 125 1,250 1,200 1,7606 BC 1200 1,200 1,200 142 142 1,484 1,200 2,4307 BC 1500 1,500 1,500 165 165 1,784 1,200 3,6008 BC 2000 2,000 2,000 210 210 2,420 1,200 5,775

Dimention (mm)No Type

Type Weight(s x h x L) s h t1 t2 L (kg)

U 30 X 30 X 240 300 300 50 60 2400 265U 30 X 40 X 240 300 400 50 60 2400 325U 30 X 50 X 240 300 500 50 60 2400 390U 40 X 40 X 120 400 400 50 60 1200 230U 40 X 40 X 240 400 400 50 60 2400 465U 40 X 50 X 120 400 500 50 60 1200 275U 40 X 50 X 240 400 500 50 60 2400 550U 40 X 60 X 120 400 600 50 60 1200 300U 40 X 60 X 240 400 600 50 60 2400 600U 50 X 50 X 120 500 500 70 70 1200 345U 50 X 50 X 240 500 500 70 70 2400 680U 50 X 60 X 120 500 600 70 70 1200 375U 50 X 60 X 240 500 600 70 70 2400 765U 50 X 70 X 120 500 700 70 70 1200 405U 50 X 70 X 240 500 700 70 70 2400 815U 60 X 60 X 120 600 600 70 70 1200 430U 60 X 60 X 240 600 600 70 70 2400 830U 60 X 70 X 120 600 700 70 70 1200 465U 60 X 70 X 240 600 700 70 70 2400 895U 60 X 80 X 120 600 800 70 70 1200 510U 60 X 80 X 240 600 800 70 70 2400 1020U 80 X 80 X 120 800 800 70 100 1200 560U 80 X 90 X 120 800 900 70 100 1200 625

U 80 X 100 X 120 800 1000 70 100 1200 640U 100 X 100 X 120 1000 1000 85 85 1200 820U 100 X 120 X 120 1000 1200 85 85 1200 900U 120 X 100 X 120 1200 1000 95 110 1200 1095U 120 X 120 X 120 1200 1200 95 110 1200 1225U 120 X 140 X 120 1200 1400 95 110 1200 1355U 140 X 140 X 120 1400 1400 115 135 1200 1610U 140 X 140 X 240 1400 1400 115 135 2400 3580U 140 X 160 X 120 1400 1600 110 135 1200 1935U 140 X 160 X 240 1400 1600 110 135 2400 3815U 160 X 185 X 120 1610 1850 140 170 1200 2665U 160 X 185 X 240 1610 1850 140 170 2400 4900

Dimension

BOX CULVERTU- DITCH

Box Culvert Spesification

U - Ditch Spesification

PPCPPRECAST PRESTRESSED CONCRETE PAVEMENT

Joint Panel Base Panel( Multiple )

Joint PanelBase Panel( Multiple )

Central Panel

StressingPocket

Lean Concrete 5 cm

Lean Concrete 10 cm

JPCP Equivalent

Proposed ACPS

Stress

34.3 cm 20 cm

5000 kg5000 kg

30 cm

5000 kg5000 kg

30 cm

Thicker pavement = Less Stress Thinner pavement = Larger StressPre-stressing and Post-tensioning have to counter

act the stress differential

Stress components:Curling/warping

Base friction

Plastic sheet

Design Principle Mechanistic Responses

Stress

Stress components:Curling/warping

Loss of post-tensioningRelaxation

CreepSlippageSlab edge

Pabrik Barat1 KBS 3 Cilegon Port, Cilegon Product : Beam, Slab, Pile Cap

2 RFCC, Cilacap Product : Spun Pile

3 Apron Terminal III Soekarno Hatta Product : Spun Pile

4 The Urgent Rehabilitation of Tanjung Priok Port Product : Adhi Tetra & Coping Block

5 Plaza Mandiri, Jakarta Product : Spun Pile

6 Fly Over Danasapuri, Tangerang Product : Spun Pile

7 Apartemen Grandhika, Cibitung Product : Spun Pile

8 Grandhika Hotel, Jakarta Product : Spun Pile

9 Pupuk Sriwijaya, Palembang Product : Spun Pile

10 TPK Koja, Tanjung Priok Product : Spun Pile

11 Citra Raya Hospital, Jakarta Product : Spun Pile

12 Kemeneg BUMN, Jakarta Product : Square Pile

13 Cikampek Palimanan Toll Road 1 A & 1 B Product : Spun Pile

14 Situ Babakan, Lenteng Agung Product : Square Pile & CCSP

Pabrik Timur1 Tanjung Benoa Toll Road, Bali Product : Spun Pile, Slab, Pile Cap2 Tol Gempol Pandaan Product : I Girder3 Tol Gempol Pasuruan Product : I Girder4 Talud Tegak, Gresik Product : Spun Pile5 Antam Pomalaa, Sulawesi Tenggara Product : Spun Pile6 Airport Jalaludin, Gorontalo Product : Spun Pile

P R O J E C T E X P E R I E N C E




Tol Gempol - Pasuruan Tol Nusa Dua - Ngurah Rai - Benoa




Pabrik PUSRI - Palembang Tol Cikampek - Palimanan




Urgent Rehabilitation of Tj. Prok Port Rehabilitasi Fasilitas Perkampungan Betawi Situ Babakan




Apron Terminal 3 Bandara Soekarno - Hatta RFCC Resid Fluid Catalytic Cracking Cilacap




PT ADHI PERSADA BETONHead Office : Jl. Raya Pasar Minggu KM 18

(South Building 2nd floor) Jakarta 12510

Indonesia

Telp.+62217975312 ; Fax.+62217980252

[email protected]

Website.www.adhipersadabeton.co.id In Subsidiary with PT Adhi Karya (Persero) Tbk.

Date post:	08-Nov-2015
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