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2016 Projects

DURA Pedestrain Bridge Solution for Spillway of a Dam at Pahang


Project: To
Upgrading Dam Facility, Bridge Construction and Completion a Pedestrian Bridge (LTB) Crossing Spillway and Other Related Work at Anak Endau Dam, Pahang D.M.  

(Kerja-Kerja Menaiktaraf Fasiliti Empangan, Membina dan Menyiapkan Sebuah Jambatan Laluan Ringan (LTB) Merentasi Spillway dan Lain-lain Kerja Berkaitan di Empangan Anak Endau, Pahang D.M.).

GPS Location: 2.619706N, 103.437463E

Structure Type: Single Span 35m x 6.5m Wide Composite Bridge System.

Superstructure Feature: 1 pieces of DURA® UBG1250-36m, with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC Piers

Foundation Feature: 200mm RC Square Piles

Loading Type: 2 kPa SIDL and 5 kPa Live Load (BD37/01)

Client: JPS Pahang           S.O.: JPS Rompin    jps

Consultant: Jurutera Perunding Concrete Technology

Contractor: Generasi Teknik Sdn Bhd

Contract Period: 5 months (June 2016 – Oct 2016)

Construction Status: Completed

Spillway of Anak Endau Dam.
Spillway of Anak Endau Dam.
Spillway of Anak Endau Dam.
Temporary concrete support installed and ready for beam assembly.
Two segments assembled.
Lifting of the last segment using 45 tonens mobile crane.
Last segment assmebled.
A single span UBG1250-36m U girder assembled.
A single span UBG1250-36m U girder assembled.
Installation of strands into PT ducts.
Beam detached from temporary supports after post-tensioned.
Completed pedestrian bridge.
After 1 year.
Spillway of Anak Endau Dam.
01/13 
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Construction of Light Traffic Bridge at Changkat Cermin

 
Project: To
Rebuilding Parit Besat Bakong, Agricultural Drainage Plan, Changkat Cermin, Mukim Bota, Perak Tengah District, Perak D.R.

(Membina Semula Parit Besat Bakong, Rancangan Saliran Pertanian, Changkat Cermin, Mukim Bota, Daerah Perak Tengah, Perak D.R.)
 
GPS Location: 4.333279N; 100.860325E

Structure Type: Single Span 35m x 6.5m Wide Composite Bridge System.

Superstructure Feature: 2 pieces of DURA® UBG1250-35m, with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 250mm RC Square Piles

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

S.O.: JPS Perak    jps

Consultant: Jurutera Perunding Concrete Technology

Contractor: Wangsa Wawasan

Contract Period: 4 months

Construction Status: Completed

Prepartion of timber formwork for pile cap casting.
Prepartion of timber formwork for pile cap casting.
Construction of temporary support for beam assembly purpose.
Lifting of centre segment using 120 tonnes mobile crane.
Centre segments positioned on temporary supports.
Centre segments positioned on temporary supports.
End segments positioned.
Lifting of last segment.
Two number of UBG1250-35m assembled.
Pushing strands into the corrugated ducts.
Post-tensioning work in progress.
Beam detached from temporary supported after tensioning.
Cutting of excessive strands.
Left-in formwork used prior-to casting of RC decking.
RC deck constructed.
RC deck constructed.
Prepartion of timber formwork for pile cap casting.
01/16 
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DURA Bridge Used in Replacement of Damaged Bridge in Batu Gajah, Perak


Project: To Replace Old Bridge Crossing Kinta River, at Batu Gajah/Gopeng Road, Kinta, Perak D.R. (N/PK/256/2015).


(Menggantikan Jambatan Menyeberangi Sungai Kinta, Jalan Batu Gajah/Gopeng, Kinta, Perak Darul Ridzuan. (N/PK/256/2015))

GPS Location: 4.467513N; 101.044985 E

Structure Type: Three Spans Composite Bridge System: 12m + 45m + 18m long x 16.3m wide.

Superstructure Feature: 11 pieces of DURA® IB650-12m, 11 pieces of DURA® IB650-20m & 4 pieces of DURA® UBG1750-45m

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

Foundation Feature: 300mm dia. micropiles

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

Client: Kerajaan Negeri Perak / JKR Perak    JKR

Consultant: Concrete Technology Sdn Bhd

Contractor: Kadek Bina Sdn Bhd (G6)

Contract Period: 18 months

Construction Status: Completed
Demolition of existing bridge crossing Sungai Kinta.
Existing bridge fully removed.
Pile load test in progress.
Pile load test in progress (020416).
Abutments and piers (181016).
Lifting of first DURA UBG1750-45m (261016).
Transporting second DURA UBG1750-45m (261016).
Lifting of second DURA UBG1750-45m (261016).
Lifting of second DURA UBG1750-45m (261016).
All four beams launched in position (271016).
Lifting of DURA IB650-18m using 20 tonnes mobile crane (011116).
Position of precast prestressed I-beam (011116).
Six number of IB650-18m positioned (011116).
A total of eleven IB650-18m launched in a day (011116).
Almost complete (060417).
Almost complete (060417).
Almost complete (060417).
Demolition of existing bridge crossing Sungai Kinta.
01/17 
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Dura UHPC Makes Singaporean Precast Bathroom Unit (PBU) Lighter, Watertight, More Durable and Affordable


Project:
Panorama Condominium Housing Development on Lot 17828 MK18 at Ang Mo Kio Avenue 2 (Ang Mo Kio Planning Area), Singapore.

GPS Location: 1.373045 N; 103.835189 E

Product Type: Customised DURA UHPC Precast Bathroom Unit (PBU)

Client: TBA

Consultant: TBA
Contractor: Tiong Seng Contractor TS Logo
Contract Period: 2015 – 2016

Construction Status: Completed
Construction site.
/images/Projects/2016-06-20/02.jpg
/images/Projects/2016-06-20/03.jpg
/images/Projects/2016-06-20/04.jpg
Construction site.
1/4 
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DURA Lightweight Low-Profile Footbridge Girder Links UTC Ipoh with Newly Built Market


Project: Redevelopment of The Chicken Market And Multi-Storey Carpark in Ipoh, Perak.

            
(Pembangunan Semula Pasar Ayam Dan Parkir Bertingkat Di Ipoh, Perak)

GPS Location: 4.5956N, 101.081905 E

Structure Type: Single Span 16.4m x 2.8m wide UHPC Bridge System.

Superstructure Feature: 1 piece of DURA® UTG1200-16.4m

Substructure Feature: N/A

Foundation Feature: N/A

Loading Type: 5 kPa (BD37/01)

Client: Majlis Bandaraya Ipoh    MPI

Consultant: Perunding HJRS Sdn Bhd

Contractor: Golden Offer Sdn Bhd

Contract Period:

Construction Status: Completed
Uploading Dura footbridge girder onto a lorry (12/05/2016).
Lorry reached the job site.
2 unit mobile cranes are used to unload the beam from the lorry.
Launching of the beam begins.
Launching of the beam begins.
Positioning of the beam to designated location.
Positioning of the beam to designated location.
The beam was successfully launched.
The beam was successfully launched.
The beam was successfully launched.
The beam was successfully launched.
The beam was successfully launched.
Uploading Dura footbridge girder onto a lorry (12/05/2016).
01/12 
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