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2014 Projects

Prefabricated DURA Bridge Assembled Overnight at Pangkor Island

Project: To Replace Teluk Raja Bayang Wooden Bridge at Pangkor Island, Route A205, Manjung District, Perak Darul Ridzuan. 
(Menggantikan Jambatan Kayu Teluk Raja Bayang Di Pulau Pangkor, Laluan A205, Daerah Manjung, Perak Darul Ridzuan.)

GPS Location: 4.21071N; 100.574758E

Structure Type: Single span 12m x 8.2m wide UHPC bridge

Superstructure Feature: 6 pcs of DURA® IB650-12.2m & 24 pcs of Customised DURA®  planks

Substructure Feature: No changed / maintained

Client: Jabatan Kerja Raya Perak   JKR

S.O.: JKR Manjung

Consultant: Concrete Technology Sdn Bhd

Contractor:

Contract Period: 6 months

Construction Status: Completed

Existing old Teluk Raja Bayang bridge.
Existing old Teluk Raja Bayang bridge.
Major steel beams badly corroded.
Uploading DURA I-beam to barge (24/03/2014).
Uploading DURA I-beam to barge (24/03/2014).
Uloading precast Dura plank to barge (24/03/2014).
Demolition of existing old steel bridge begin (5:15pm - 22/04/2014 ).
Transporation of first three DURA beams for installation (9:10pm - 22/04/2014).
A 16 tonnes capacity mobile was used to lift the first beam (10:00pm - 22/04/2014).
First three beams assembled with 45min (10.42pm - 22/04/2014).
Demolition of existing old steel bridge continue (10.:58pm - 22/04/2014 ).
Assembling of precast UHPC decks (12:07 - 23/04/2014).
Precast planks almost complete installation (7:04am - 23/04/2014).
Precast planks almost complete installation (7:19am - 23/04/2014).
All planks installed (7:53am - 23/04/2014).
New bridge open for traffic (8:33am - 23/04/2014).
A new Dura prefabricated bridge installed over night (8:34am - 23/04/2014).
A new Dura prefabricated bridge installed over night (8:34am - 23/04/2014).
Existing old Teluk Raja Bayang bridge.
01/18 
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Dura Bridge Used to Rescue Delayed Tambun Road Bridge Project Crossing Sg Choh

Sh Choh parano 2

Project
: To Replace Sg Choh Bridge, Tambun Road, Tanjung Rambutan, Laluan A13, Kinta District, Perak D.Z.
(Menggantikan Jambatan Sg. Choh, Jalan Tambun / Tanjung Rambutan, Laluan A13, Daerah Kinta, Perak Darul Ridzuan.)

Structure Type: Single span 32m x 22m wide UHPC composite bridge

GPS Location: 4.65640N, 101.15920E

Superstructure Feature: 4 pieces of DURA® UBG1750-32m

Substructure Feature: 300mm diameter micropiles

Client: Kerajaan Negeri Perak D.R.   negeri perak

S.O.: JKR Kinta   JKR

Consultant: Concrete Technology Sdn Bhd (alternative design)

Contractor: Jernas Holding Sdn Bhd

Contract Period: 18 months

Construction Status: Completed

Project sign board.
Existing side condition at Sg Choh.
Existing side condition at Sg Choh.
Micropile machine ready to start work (22/01/2014).
Drilling of fourth hole on Sunday morning (26/01/2014).
Micropiles at abutment A (26/02/2014).
DURA UBG1750 segments unloaded to site (28/02/2014).
Construction of abutment in progress (06/03/2014).
Temporary support ready for beam assembly (25/06/2014).
Lifting of first segment using a 45 tonne mobile crane.
Positioning first end segment to the abutment (25/06/2014).
Lifting of second segment (25/06/2014).
Positioning second segment to the temporary supports (25/06/2014).
Second segment aligned.
Lifting of fourth segment (25/06/2014).
Post-tensioning of first edge beam in progress (28/06/2014).
Post-tensioning of first edge beam in progress (28/06/2014).
Two beams post-tensioned and both beams hogged and detached from temporary supports.
Completion of PT work for two numbers of DURA UBG1750-32m.
Timber formwork used for the construction of in-situ decking.
Preparation of timber formwork.
First harf portion of the RC deck casted (19/07/2014).
RC deck and backwall fully casted (07/08/2014).
Installation of Precast Parapet (14/08/2014).
Sealing of the road (28/08/2014).
Completed Sg. Choh Bridge.
Completed Sg. Choh Bridge.
Project sign board.
01/27 
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DURA Bridge used at Wisma Lembaga Kemajuan Ikan Malaysia (LKIM)

LKIM panaroman 1
LKIM panaroman 2
LKIM panaroman 3

Project:
Cadangan Membina dan Menyiapkan Jambatan Merentasi Sungai Rasau Bagi Laluan Ke Wisma LKIM Beserta Kerja-Kerja Yang Berkaitan Di Mukim Dengkil, Sepang, Selangor.

GPRS Coordinate: 2.97072N, 101.640367E

Structure Type: Single span 32m long by 22.1m wide UHPDC integral beam-deck system.

Superstructure Feature: 14 pieces of DURA® TBG1325-31.5m

Substructure Feature: 600mm Dia. Spun Pile (Class B)

Loading Type: Full HA + 45 unit HB loadings

Client: Lembaga Kemajuan Ikan Malaysia (LKIM)    LKIM    

Consultant: Perunding Budiman S/B

Contractor: Ir Reka Utama S/B

Contract Period: 10 months

Construction Status: Completed

Project detail and signboard.
Existing bebo arch at Sungai Rasau.
Existing crossing to Wisma LKIM Sepang.
The grand Wisma LKIM.
Piling work almost completed (14/12/2013).
Demolishing existing arch culvert (24/01/2014).
Piles cutted and ready for pile cap construction (13/02/2014).
Delivery of DURA TBG1325-31.5m to site from Chemor factory (22/03/2014).
Post-tensioning work in progress (14/04/2014).
Post-tensioning work in progress (14/04/2014).
Beam launching on the first beam (23/05/2014).
Transporatation of beam for beam launching (23/05/2014).
Beam launching on the fourth beam (23/05/2014).
Single lifting of DURA beam using one unit 300T mobile crane (23/05/2014).
14 nos. of beams positioned within 6 hours.
Assembly of formwork for stitching work (02/07/2014).
Assembly of formwork for RC parapet (02/07/2014).
Bottom view of the bridge.
Stitching work in progress (05/07/2014).
Road newly sealed (28/8/2014).
Newly completed Wisma LKIM bridge.
Newly completed Wisma LKIM bridge.
Project detail and signboard.
01/22 
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Construction of a New Bridge at Mardi, K. Kangsar

mardi pana 2

Project:
MEMBINA BARU SEBUAH JAMBATAN KONKRIT DUA LORONG MERENTASI SUNGAI KANGSAR SERTA KERJA KERJA BERKAITAN BAGI PROJECT MENAIKTARAF JALAN MASUK KE PUSAT PENYELIDIKAN MARDI NEGERI PERAK DI KUALA KANGSAR, PERAK D. R.

Structure Type: Single span 32m long by 8m wide UHPC integral beam-deck system.

Superstructure Feature: 5 pieces of DURA® TBG1325-31.5m

Substructure Feature: 300mm Dia. Spun Pile (Class B)

Loading Type: Full HA+30 unit HB loadings

Client: Ministry of Agriculture, MOA

Consultant: Perunding Azizi

Contractor: Nazah Tegoh Enterprise

Contract Period: 25 weeks

Construction Status: Completed

Project signboard and detail.
The existing old bridge.
The existing old bridge.
Representatives and officers from ministry of agricultre (MOA) visited a Dura bridge in Ulu Chemor (10/10/2013).
Existing old bridge demolished (11/10/2013).
Piling completed (01/11/2013).
Piling completed (01/11/2013).
DURA beams ready for post-tensioning (11/12/2013).
Abutments ready for beam launching.
Beam launching day (20/12/2013).
Uploaded first beam onto prime movers.
Transporting 1st beam to bridge side.
Lifting of 4th beams (20/12/2013).
Lifting of 4th beams (20/12/2013).
Positioning the 4th beams (20/12/2013).
Beam launching day (20/12/2013).
The new Mardi bridge soon will be ready.
Preparing for the construction of approach slab.
Mardi bridge premixed (14/02/2014).
Newly completed Mardi Bridge.
Newly completed Mardi Bridge.
Newly completed Mardi Bridge.
After 3 months (18/05/2014).
After 3 months (18/05/2014).
After 3 months (18/05/2014).
Project signboard and detail.
01/25 
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52m Single Span Crossing Sungai Ara for JPS Flood Mitigation Project


Sg Ara panaroma


Project:
Kerja-Kerja Membina Dan Pencegah Banjir Sungai Ara Serta Kerja Kerja Lain Yang Berkaitan, Dearah Larut Matang Dan Selama, Perak Darul Ridzuan (Bridge 3 Sg. Ara CH 1250).

Structure Type: Single span 52m x 4.8m wide UHPdC U beam composite bridge

Superstructure Feature: 1 pieces of DURA® UBG1750-52m topped with 180mm thk in-situ RC deck slab

Substructure Feature: 450mm dia. Spun Pile (Class B)

Loading Type: Full HA+30 unit HB loadings

Client: JPS Perak   jps

Consultant: Dura Technology Sdn Bhd

Contractor: JJM Sdn Bhd                            

Construction Status: Completed

The proposed new bridge site, Sungai Ara.
The existing old bridge.
Spun pile used in foundation (19/10/2013).
Unloading beam segments (07/11/2013).
Alignment DURA U segments (09/12/2013).
Post-tensioning in progress (02/01/2014).
52m DURA girder fully post-tensioned (02/01/2014).
Preparation of timber formwork for in-situ concrete decking (16/01/2014).
Preparation of timber formwork for in-situ concrete decking (16/01/2014).
Completion of bridge work (01/03/2014).
Sg Ara bridge.
Elevation view of Sg Ara bridge.
Newly constructed Sg Ara bridge.
Newly constructed Sg Ara bridge.
Newly constructed Sg Ara bridge.
The proposed new bridge site, Sungai Ara.
01/15 
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