KEBIJAKAN DITJEN BINA MARGADALAM RANGKA PEMBANGUNANJEMBATAN PANJANG

Daftar Isi• Data Jembatan Bentang Panjang• Potret jembatan existing• Stategi Kebijakan• Tantangan Dunia Konstruksi (go international)

KLASIFIKASI JEMBATAN KHUSUSPERMEN 41/PRT/20151. Jembatan dengan bentang paling sedikit 100 m;2. Jembatan pelengkung dengan bentang paling sedikit 60 m,

jembatan gantung dan jembatan beruji kabel;3. Jembatan dengan total panjang paling sedikit 3.000 m;4. Jembatan dengan ketinggian pilar di atas 40 m;5. Jembatan dan Terowongan Jalan yang memiliki kompleksitas

struktur tinggi atau memiliki nilai strategis tinggi atau didesainmenggunakan teknologi baru.

Kemudahaanpelaksanaan,pemeliharaan

Memenuhikirteriaestetika

danlingkungan

Memenuhikeselamata

n,kenyamana

n dankeamanan

Keawetanuntukumur

rencana100 tahun

Kekuatandan

kestabilan

Jembatanberfungsi dengan

baik dalamjangka panjang

Persyaratan teknis jembatan khusus

POTRET JEMBATAN BENTANGPANJANG DI INDONESIA

Ada ± 96 jembatan kategori khusus, 9 Jembatan dalam tahap konstruksi dan 20 Jembatandalam tahap persiapan

Jembatan Kutai Kartanegara, Kaltim

Collapse : 28 November 2011 jam. 16.05 WITA

Jembatan Dompak, Prov. Kepri

Collapse : 02 Oktober 2015 jam. 16.50 WIB

Akses Priok, DKI Jakarta

• 21 November 2013, Terjadi kegalan pada saat stressing• Dilakukan Pembongkaran pada 70 pilar• Sampai Saat ini masih dibahas claim damage

Jembatan Fisabillah

• Kemungkinan adanyaVandalisme

• Kurang Perawatan

Initial 1999 Measure 2013 2016

Corrosion 3EA(BML13)

Corrosion 7EA(BML14)

0

1000

2000

3000

4000

5000

6000

7000

8000

9000BS

14 -

TBS

13 -

TS1

2 - T

S11

- TS1

0 - T

S09

- TS0

8 - T

S07

- TS0

6 - T

S05

- TS0

4 - T

S03

- TS0

2 - T

S01

- TM

01 -

TM

02 -

TM

03 -

TM

04 -

TM

05 -

TM

06 -

TM

07 -

TM

08 -

TM

09 -

TM

10 -T

M11

- T

M12

- T

M13

- T

M14

- T

M 1

4 - B

M 1

3 - B

M 1

2 - B

M 1

1 - B

M 1

0 - B

M 0

9 - B

M 0

8 - B

M 0

7 - B

M 0

6 - B

M 0

5 - B

M 0

4 - B

M 0

3 - B

M 0

2 - B

M 0

1 - B

S 01

- B

S 02

- B

Initial 1999 Measure 2013

Broken 1EA(TML13)

Broken 1EA(TML12)

Broken 1EA(TSL14)

Request the traffic control for heavy Trucks

Total damageTotal damage

Category Cable number Type of Damage Number of DamageLeft Side BML13 HDPE/Corrosion 3

BML14 HDPE/Corrosion 7TML13 HDPE/Broken 1TML12 HDPE/Broken 1TSL14 HDPE/Broken 1

Right Side BSR14 HDPE/Broken 1BSR 13, 12 HDPE slip out 2

Jembatan Barito

PEMELIHARAAN JEMBATANDI LUAR NEGERI

Maintained by New York CityDepartment of TransportationBuilt: 1883Designer John Augustus RoeblingDesign Suspension/Cable-stayHybridTotal length 5,989 feet (1825 m)[1]

Width 85 feet (26 m) Longestspan 1,595 feet 6 inches(486.3 m) Clearance below 135feet (41 m) at mid-span. OpenedMay 24, 1883; 128 years ago[2

Daily traffic 123,781 (2008)[3]

The Brooklyn Bridge1883 (128 years old)

The Brooklyn Bridge, underconstruction1883 (128 years old)

Rehabilitation ItemsCost

(Million USD)

Rehabilitate cables in anchorage and replace short rod suspenders;rehabilitate balance of promenade and construct bikeway and new pedestrianramp. (1988)

22.68*

Rehabilitate and paint York, Main, William and Prospect Street structures andmain bridge roadway deck overlay. (1988)

6.21*

Replace suspenders, cable posts, stay cables, hand-rope necklace lights, maincable wrapping; paint suspended spans. (1991)

53.57*

Rehabilitate ramp D and H in Manhattan, permanent improvement of promenadeat Manhattan approach. (1993)

17.92*

Rehabilitate floor systems, stiffening trusses, roadways of suspended spans andFranklin Square trusses. (1994)

66.30*

Rehabilitate ramp D and widening along the FDR Drive. (1996) 11.39*

Arch supports for Franklin Square truss structure. 7.50*

Replacement of Suspended Span Deck (In Progress) 33.80**

Resurfacing of the main spans (1998) 6.67*

Rehabilitate and paint Brooklyn approach & ramps (B.S.F.) and Rehabilitate andpaint Manhattan approaches and remaining ramps (A,B,C,F,G,H,I,J). (In progrss)

115.00***

Brooklyn Bridge

The ManhattanBridge (1909)102 years old

Maintained by New York City Department ofTransportation Designer Leon SolomonMoisseiff[1] Design Suspension bridge Totallength 6,855 ft (2,089 m) Width 120 feet(37 m)[1] Height 336 ft (102 m) (towers)[1]

Longest span 1,480 feet (451 m)[2] Clearancebelow 135 ft (41.1 m)[1] Constructed by OthnielFoster Nichols[1] Construction begin 1901[1]

Construction end 1912[1] Opened December31, 1909; 101 years ago (though notcomplete)[1] Daily traffic 70,341 (2008)[3]

Manhattan Bridge (1909)

The Manhattan Bridge under construction in March of 1909

Rehabilitation ItemsCost

(Million USD)

Repair floor beams. (1982) 0.70*Replace inspection platforms, subway stringers on approach spans. (1992) 6.30*Install anti-torsional fix and rehabilitate upper roadway decks on approach spans (1989) 40.30*Eyebar rehabilitation - Manhattan anchorage chamber "C". (1992) 12.20*Replacement of maintenance platform in the suspended span. (1996) 4.27*Reconstruct maintenance inspection platforms, repairs to structural steel support system of lowerroadway for future functioning of roadway as a detour during construction (1997) 23.50*

Install anti-torsional fix on west side west upper roadway decks; walkway rehabilitation; rehabilitatecables in both anchorage chambers; dehumidify anchorages. (1993) 96.90**

Removal of existing suspender ropes & sockets in the suspended spans; removal of existing main cablewrapping; cleaning of main cables; application of new protective paste on main cables; replacement ofnew main cable wrapping; reinf. of truss verticals & gusset plates. (1987)

70.00***

Interim Steel Rehabilitation and Painting-cable and saddle repairs lower roadway; cable and suspenderrepairs, removal of parking deck, painting entire west side, all four cables. (1997) 124.10**

Stiffening of Main Span; Reconstruction of North Subway Framing; reconstruction of North upperroadway deck at suspended spans; rehabilitation of north approach span trusses; painting of north sideof bridge; new inspection platforms and debris protection in approach spans; installation of IntelligentVehicle Highway System for North and South Upper Roadways as well as for Lower Roadway. (Present)

201.00***

Rehabilitation of Lower Roadway (Present) 17.00***

Manhattan Bridge

Williamsburg Bridge (1903, 108 years old)

Maintained by New York City Department of TransportationDesign Suspension bridge and truss causewaysTotal length 7,308 feet (2,227 m) Width 118 feet (36 m) Longest span 1,600 feet(490 m) Vertical clearance 10 feet 6 inches (3.2 m) (inner roadways only) Clearancebelow 135 feet (41 m) at mean high high waterOpened December 19, 1903; 107 years agooll Free Daily traffic 106,783 (2008)[1]

Williamsburg Bridge (1903, 108 years old)

Rehabilitation ItemsEst. Cost

(Million USD)Replace main span outer roadway. (1983) 11.20*

Replace one third of suspenders. (1984) 3.20*

Component repairs of flag conditions on the north outer roadway and north innerroadway. (1994)

4.12*

Rehabilitate main cables and new redundant suspender system. (1996) 74.00*

Demolish DOS and DOH buildings, replace entire south outer roadway approachstructures, rehabilitate south outer roadway deck and south inner roadway deck of themain bridge, and replace south inner roadway substructure of the approaches. (1998

155.00*

Portion of Contract #6 BMT track structure work transferred to Contract #5 southapproach roadway reconstruction work. (1998)

65.00*

Paint main and intermediate towers. (In Progress) 7.40

Reconstruct BMT Subway structure; install new signals, tracks and communicationsystem. (In Progress)

130.00**

Miscellaneous rehabilitation work: tower rehabilitation, replace bearings travelers,architectural work painting, suspender adjustment, tower jacking, construction ofcolonnades.

73.50***

Replace north approach structures (Manhattan/Brooklyn), rehabilitate north half ofbridge and paint the main bridge. (In Progress)

202.80**

Total: $ 748.51

Williamsburg Bridge

Golden Gate Bridge, 1937 (74 years old)

Golden Gate Bridge, 1937 (74 years old)Maintained by Golden Gate Bridge, Highway and Transportation District[1]

Designer Joseph Strauss, Irving Morrow, and Charles Ellis

Design Suspension, truss arch & truss causeways

Material Steel

Total length 1.7 mi (2.7 km) or 8,981 ft (2,737.4 m)[2]

Width 90 ft (27.4 m)

Height 746 ft (227.4 m)

Longest span 4,200 ft (1,280.2 m)[3]

Vertical clearance 14 ft (4.3 m) at toll gates, higher truck loads possible

Clearance below 220 ft (67.1 m) at Tide

Construction begin January 5, 1933

Construction end April 19, 1937

Opened May 27, 1937; 74 years ago

TollCars (southbound only)$6.00 (cash), $5.00 (FasTrak), $11.00 (cash, peak hours), $3.00(carpools during peak hours, FasTrak only)

Daily traffic 118,000[4]

Tacoma Narrows Bridge (1940 – 71 years old , & 2007)

Maintained by Washington State Department of TransportationDesign Twin Suspension Total length 5,400 ft (1,645.92 m) [1] Longest span 2,800 ft(853.44 m)[1] Clearance below 187.5 ft (57.15 m)Opened October 14, 1950 (westbound)July 15, 2007 (eastbound

Tacoma Narrows Bridge under construction in 194071 years old

George Washington Bridge, 1931 (80 years old)

Maintained byPort Authority of New York and NewJersey

Designer Othmar Ammann, Cass Gilbert

Design Double-decked Suspension bridge

Total length 4,760 ft (1,450 m)[1]

Width 119 ft (36 m)[1]

Height 604 ft (184 m)[1]

Longest span 3,500 ft (1,100 m)[2]

Clearance 212 ft (65 m) at mid-span[1]

Construction October 1927

OpenedOctober 24, 1931; 80 years agoAugust 29, 1962; 49 years ago

Daily traffic 289,329 (2008)[3]

George Washington Bridge, 1931 (80 years old)

STRATEGI DAN KEBIJAKAN

Pengaturan Penyelenggaran Jembatan

Persyaratanteknis jembatan

Kriteriapembangunan

jembatan

KriteriaJembatan

Pengusulanrencana

pembangunanjembatan

Kewajiban parapenyelenggara

jembatan

MENTERIPUPR

KOMISIKEAMANANJEMBATAN DANTEROWONGANJALAN (KKJTJ)

SertifikasiJembatan

Khusus danterowongan

RekomendasiJembatan

Khusus danterowongan

ImplementasiKomisi Keamanan

Jembatan danTerowongan Jalan

(KKJTJ)

SustainableConstruction

Peningkatan CapacityBuilding

Rekomendasi kepada MenteriPUPR pada setiap tahapankegiatan penyelenggaranJembatan khusus

• Training Inspector Jembatan kerjasamadengan negara Korea

• Kerjasama dengan Warwick University dalamrangka pengembangan SDM melaluipendidikan S3

• Kerjasama dengan ITB dalam bidangpendidikan jenjang S2

• Regulasi Keselamatan danKeamanan Jembatan Khusus

• Manual Inspection oleh KISTEC• Ketersediaan pembiayaan dalam

proses pembangunan• Melibatkan pihak ketiga dalam hal

pemeliharaan.

Tantangan Konstruksi Jembatan BentangPanjang

StandarisasiTenaga Ahli

Konsultan danKontraktor

PeningkatanKompetensi

dan KualifikasiOperatorPeralatan

MasyarakatEkonomiASEAN(MEA)

Kesimpulan

• Jembatan sebagai bagian dari Jalan sangat dibutuhkan dalamisu konektivitas antara daerah.

• Dalam menghadapi tantangan penyelenggaraan jembatan yangsemakin kompleks dan rumit, diperlukan peningkatan kapasitassumber daya manusia, pemenuhan kebutuhan peralatan, dandan penguatan peraturan agar jembatan dapat berfungsi dalamjangka waktu lama.