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2017 Projects

A 420m Long Multiple Spans UHPC Composite Road Bridge

34
Plan view

Project
: To construct a New Bridge from Kg Baharu to Kg. Teluk, Manjung District, Perak D.R.

(Membina Jambatan Dari Kg. Baharu Ke Kg. Teluk, Daerah Manjung, Perak Darul Ridzuan)

GPS Location: 4.30526N, 100.68380E

Structure Type: Ten multiple spans of 42m x 13.6m wide UHPdC composite bridge, total length of 420m.

Superstructure Feature: 20 pieces of DURA® UBG2000-41.5m topped with 300mm thk in-situ RC deck slab

Substructure Feature: 600mm diameter spun piles (Class B)

Client: Jabatan Perdana Menteri, The Prime Minister Office    JPM2

Consultant: Jurujati Konsultant Sdn Bhd

Contractor: Megat Ahmad Shahrani Sdn Bhd    megat ahmad

Contract Period: 2 years

Status: Completed

Project sign board.
Original site at Kampung Baharu.
Original site at Kampung Teluk.
Typical cross-section view.
First half of the bunk constructed (01/05/2013).
The canal full of mangrove trees.
1st maintain load test carried out at abutment section (07/06/2013).
Moulding for UBG2000.
1st prototype of internal segment (20/08/2013).
Foundation for pier 1.
Unloading and assembling of first end segment of UBG2000-41.5m (13/09/2013).
Three numbers of UBG2000 beams assembled (27/09/2013).
Post -tensioning work in progress for UBG2000-41.5m (06/02/2014).
Post-tensioning work completed.
Columns/ pier cross-head under construction (26/04/2014).
Columns/ pier cross-head under construction (26/04/2014).
Substructures/piers/abutments (27/03/2015).
Post-tensioning work in progress for DURA beam at Kg. baharu site (15/05/2015).
Installing anchorage bearing plates.
Jacking of tendons in progress (16/05/2015).
Beam launching in progress.
Beam launching in progress.
Beam launching in progress.
Beam launching in progress.
Beam launching in progress.
Ten UBG2000-42m (or five spans) launched.
Ten UBG2000-42m (or five spans) launched.
Twenty UBG2000-42m girder (or ten spans) launched in position.
Timber formwork used as in-situ RC decking.
Reinforcement of RC deck.
Construction of RC deck in progress.
Top view of RC deck.
Construction of RC deck in progress.
Newly completed Kampung Baharu-Kampung Telok Bridge.
420m long UHPC composite bridge.
420m long UHPC composite bridge.
Project sign board.
01/36 
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New Pedestrian Bridge Crossing Jalan Lin Chen Mei, Sitiawan, Perak.

11
Project: To Construct a Pedestrian Bridge in-front of Nan Hwa Public School, Jalan Lin Chen Mei, Sitiawan, Perak Darul Ridzuan.


(Membina Jejantas Di Depan Sekolah Kebangsaan Nan Hwa, Jalan Lin Chen Mei, Sitiawan, Perak D.R.)


GPS Location: 4.203252 N, 100.698833 E

Structure Type: Single Span 29m x 2.2m wide Composite Bridge System with Precast Staircase.

Superstructure Feature: 1 pieces of DURA ® UBG1250-29m with Cast In-Situ RC Deck

Substructure Feature: RC Columns

Foundation Feature: 450mm Dia. Spun Piles (Class B)

Loading Type: 5 kPa (BD37/01)

Client: JKR Perak    JKR

Consultant: Jurutera Perunding Concrete Technology

Contractor: Belati Wangsa Sdn Bhd    belati wangsa

Contract Period: 12 months

Construction Status: Completed
450mm dia. Spun piles used as foundation.
End segment of DURA UBG1250.
Lean concrete newly casted.
Assembly of DURA UBG1250-29m near the main road.
DURA UBG1250-29m post-tensioned with 2-22S15 and 2-2S15 at the bottom and top flanges respectively.
Pier A.
Lifting of Dura U-girder (190916).
Dura U-girder was launched using two number of 120m tonnes mobile crane (190916).
Dura U-girder was launched using two number of 120m tonnes mobile crane (190916).
Elevation view of the launched beam (200916).
Completed Nan Hwa Footbridge (150317).
Completed Nan Hwa Footbridge (150317).
Completed Nan Hwa Footbridge (150317).
450mm dia. Spun piles used as foundation.
01/13 
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Single Span 55m DURA Composite Bridge used at Tumpat, Kelantan


Project
: Menaiktaraf Jalan Morak-Kebakat-Cabang Empat [4] Tok Mek Ngah, Tumpat, Kelatan [Fasa 2].

GPS Location: 6.147124N; 102.189201 E

Structure Type: Single Span 55m x 22.5m wide Composite Bridge System.

Superstructure Feature: 7 pieces of DURA® UBG2000-55m

Substructure Feature: 2 nos. of cast in-situ RC abutments

Foundation Feature: 500mm dia. Spun pile (Class B)

Loading Type: HA + KEL loading + 45 Units HB Loadings (BD37/01)

Client: Kerajaan Negeri Kelantan / JKR Kelantan    JKR

Consultant: Concrete Technology Sdn Bhd

Contractor: D’ Intan Trade Bina Sdn Bhd (G7)

Contract Period: 18 months

Construction Status: Completed
Sungai Batu Tampar bridge existing site.
Piling work is in progress.
Casting of abutment A in progress.
Unloading UBG2000 segment at open space (260516).
First beam DURA UBG2000-55m aligned (260516).
First beam DURA UBG2000-55m aligned (260516).
Three beams aligned.
Abutments A and B partially constructed.
2 units of 160 tonens mobile cranes parked behind the abutments and ready for beam launching (171016).
Lifting of first DURA UBG2000-55m.
Two U beams positioned (171016).
Six beams positioned (191016).
Lifting of last beams (191016).
Seven number of DURA UBG2000-55m launched (201016).
Side view of the new launched Tumpat bridge girders.
Construction of in-situ RC composite decking.
Construction of in-situ RC composite decking.
Construction of wingwall of abutment B.
Construction of approach slab.
Installation of precast parapets.
Newly finished single span 55M long fully-integral composite bridge.
Sungai Batu Tampar bridge existing site.
01/21 
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DURA Light-Weigt Bridge System Used in Pos Hendrop


Project: To Upgrade Rural Road of 19KM at Pos Hendrop, Mukim Ulu Nenggiri, Gua Musang, Kelantan Darul Maim


(Menaiktaraf Jalan Kampung Sepanjang 19KM Di Pos Hendrop, Mukim Ulu Nenggiri, Gua Musang, Kelantan Darul Maim)

GPS Location: 4.71685 N, 101.55253 E (Bridge 1); 4.718020 N, 101.55253 E (Bridge 2); 4.72700 N, 101.53364 E (Bridge 3);
                        4.730966 N, 101.51705 E (Bridge 4); 4.74706 N, 101.48913 E (Bridge 5); 4.747055 N, 101.48700 E (Bridge 6)

Structure Type: Single Span 12 and 18m x 6m wide Composite Bridge System.

Superstructure Feature: 4 pieces of DURA® IB650-12m per bridge (Bridge 1 to 5) and 4 pieces of DURA® IB650-18m (Bridge 6)

Substructure Feature: 2 nos. of cast in-situ RC abutments per bridge

Foundation Feature: steel fiber reinforced mass concrete

Loading Type: HA + KEL loading + 30 Units HB Loadings (BD37/01)

Client: JAKOA    Jakoa New           S.O.: Felcra Berhad    felcra berhad

Consultant: Jurutera Perunding Marak Bersekutu

Contractor: Chengaljati Sdn Bhd

Contract Period: 29 months

Construction Status: Completed
Project signboard and detail.
Existing old bridge.
Existing old bridge.
Existing old bridge.
Unloading IB650-12m using one unit 20 tonnes mobile crane.
DURA beams and left-in formworks store at site office.
Completed bridge 1.
Completed bridge 1.
Soffit view of bridge 1.
Completed bridge 2.
Completed bridge 2.
Completed bridge 3.
Completed bridge 3.
Project signboard and detail.
01/13 
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13 Nos. of DURA Bridges Used in JPS Kedah Flood Mitigation Project

anak bukit panaroma 1

Project
: Pembinaan Lencongan Sungai Baru (CH0 - CH12600) Dan Menaiktaraf Sungai Anak Bukit (CH0 - CH1750) Serta Kerja-Kerja Berkaitan. Racangan Tebatan Banjir Sungai Kedah/Anak Bukit, Kedah. (Light Traffic Bridge).

(The Construction of New River Detour (CH0-CH12600) and Upgrading of Sungai Anak Bukit (CH0-CH1750) and Other Related Works. Flood Mitigation Plan at Sungai Kedah/Anak Bukit, Kedah. (Light Traffic Bridge).

Nos. of Bridge: 13 

GPS Location: 6.12542N, 100.31113E (Bridge 1); 6.13222N, 100.31421E (Bridge 2); 6.13874N, 100.32272E (Bridge 3); 6.14980N, 100.33459E (Bridge 4); 6.15451, 100.33882 (Bridge 5); 6.15916N, 100.34297E (Bridge 6); 6.16231N, 100.34579E (Bridge 7); 6.16991N, 100.35258E (Bridge 8); 6.18435N, 100.35480E (Bridge 9); 6.19054N, 100.35891E (Bridge 10); 6.19279N, 100.35980 E (Bridge 11); 6.19762N, 100.36559E (Bridge 12); & 6.19941N, 100.36692E (Bridge 13).

Structure Type: Three Spans: 20.5+42+20.5 = 83m long x 4.75m wide DURA composite bridge

Superstructure Feature: 6 pieces of DURA® IB650-20m & 1 piece of DURA® UBG1750-42m  per bridge

Substructure Feature: 2 nos. of cast in-situ RC abutments and 2 nos. cast in-situ RC piers

Foundation Feature: 450mm dia. Spun piles (Class B)

Loading Type: HA + KEL loading Only (BD37/01)

Client: JPS Malaysia

S.O.: JPS Alor Setar, Kedah

Consultant: Jurutera Perunding Concrete Technology (Alternative Design)

Contractor: Redmax Sdn Bhd / Maltecon Builder Sdn. Bhd.

Contract Period: 12 months

Construction Status: Completed

 

LTB9 site (18/05/2015).
PDA test in progress, tested load 142 tons (18/05/2015).
Two nos. of 450mm dia. Spun pile have been driven to length (18/05/2015).
Unloading U-beam segment (01/07/2015).
Three U beam segments unloaded (01/07/2015).
Unloading I-beams (02/07/2015).
Cleaning of PT ducts before beam assembly.
Assmebly of UBG1750-42m using 45 tonnes mobile crane.
Lifting of UBG segment
Two segments assembled.
Lifting of last segment.
Positioning of last end segment.
Positioning of DURA IB650-20m for external span.
Timber formwork use for external span.
Concreting in-situ RC decking.
Complete Bridge 3.
LTB9 site (18/05/2015).
01/16 
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