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2015 Projects

DURA Light-Weight Bridge System Used in Parit Sadang


Project
: Kerja Membina Semula Jambatan Parit Senin Rancangan Saliran Pertanian Sadang, Mukim Belanja, Daerah Perak Tengah, Perak Darul Ridzuan.  (Medium Traffic Bridge).

GPS Location: 4.488897N, 100.898787 E

Structure Type: Single Span 18m long x 6m wide DURA composite bridge

Superstructure Feature: 4 pieces of DURA® IB650-18m

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

Foundation Feature: 200mm square RC piles (JKR Class 1)

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

Client: JPS Perak

Consultant: N/A

Contractor: Anjung Kenari

Contract Period: 3 months

Construction Status: Completed
Abutments constructed and ready for beam launching.
A unit of 45t mobile used for beam launching.
Four light-weight DURA IB650-18m launched within an hour.
Four light-weight DURA IB650-18m launched within an hour.
Preparation of timber formwork for in-situ decking.
Preparation of timber formwork for in-situ decking.
Preparation of timber formwork for in-situ decking.
After 6 months (28/03/2016).
After 6 months (28/03/2016).
After 6 months (28/03/2016).
Abutments constructed and ready for beam launching.
01/10 
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DURA Light-Weight Bridge System Used in Bota


Project
: Kerja Membaikpulih Semula Struktur Jambatan I-Beam Yang Runtuh Menyeberangi Sungai Sengkuang Dan Gabion Yang Rosak Ke Jalan Masuk Perkampungan Orang Asli Tumboh Hangat, Mukim Bota, Daerah Perak Tengah, Perak Darul Ridzuan.  (Medium Traffic Bridge).

GPS Location: 4.313501N, 100.92444E

Structure Type: Single Span 15m long x 4m wide DURA composite bridge

Superstructure Feature: 3 pieces of DURA® IB650-15m

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

Foundation Feature: 200mm square RC piles (JKR Class 1)

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

Client: JPS Perak

Consultant: Jurutera Perunding Concrete Technology

Contractor: SL Construction

Contract Period: 3 months

Construction Status: Completed       
Transporter reversing the truck into the job site through a narrow road.
Lifting DURA I beam using one unit 45 tons mobile crane.
Three numbers of Dura I-beam seated on abutments.
Preparation of timber formwork (edge deck) and left in formwork.
Preparation of steel reinforcement.
Completed Sg Sengkuang Bridge within 3 months.
Completed Sg Sengkuang Bridge within 3 months.
Completed Sg Sengkuang Bridge within 3 months.
Completed Sg Sengkuang Bridge within 3 months.
Completed after 6 months (28/03/2016).
Completed after 6 months (28/03/2016).
Completed after 6 months (28/03/2016).
Completed after 6 months (28/03/2016).
Transporter reversing the truck into the job site through a narrow road.
01/13 
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DURA Light-Weight Bridge System Used in Farm Area


Project
: Kerja Membina Semula Jambatan Parit Senin Rancangan Saliran Pertanian Senin Mukim Layang Layang, Daerah Perak Tengah, Perak Darul Ridzuan.  (Medium Traffic Bridge).


GPS Location: 4.392823N, 100.900432 E

Structure Type: Single Span 15m long x 6m wide DURA composite bridge

Superstructure Feature: 4 pieces of DURA® IB650-15m

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

Foundation Feature: 200mm square RC piles (JKR Class 1)

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

Client: JPS Perak

Consultant: N/A

Contractor: Anjung Kenari

Contract Period: 3 months

Construction Status: Completed       
Light weight DURA IB650-15m launched using single unit 45 tonnes mobile crane.
Light weight DURA IB650-15m launched using single unit 45 tonnes mobile crane.
Installation of DURA 25mm thick left in permanent formwork during mobile crane.
Installation of DURA 25mm thick left in permanent formwork during mobile crane.
Precast beams and left-in-formwork assembled within half day.
Soffit view of the bridge.
Kg Parit Senin bridge.
Completed after 6 months (27/03/2016).
Completed after 6 months (27/03/2016).
Completed after 6 months (27/03/2016).
Completed after 6 months (27/03/2016).
Light weight DURA IB650-15m launched using single unit 45 tonnes mobile crane.
01/11 
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DURA Customised U Trough Bridge Used in Cameron Highland


Project
: Flood Mitigation Plan at Bertam Valley Cameron Highlands, Pahang. Project in Widening & Deepening Bertam River & Other Related Works  - Bridge JK 1 & 2.

(Rancangan Tebatan Banjir Lembah Bertam Cameron Highlands, Pahang. Project Melebar Dan Mendalamkan Sungai Bertam Dan Kerja-Kerja Berkaitan - Bridge JK 1 & 2).

Nos. of Bridges: 2

GPS Location
: 4.413677N, 101.402563 E (JK Bridge 1); 4.413767N, 101.405086 E (JK Bridge 2).

Structure Type: Single span 30m long x 5.5m wide DURA U-trough bridge

Superstructure Feature: 1 piece of DURA® UTG1500-30.0m per bridge

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm dia. Spun pile (Class B)

Loading Type: Combination of HA + KEL & 30 units HB loadings (BD37/01)

Client: JPS Malaysia

S.O.: JPS Cameron

Consultant: Jurutera Perunding Concrete Technology (Alternative Design)

Contractor: Jutabina Sempurna Sdn Bhd / Maltecon Builder Sdn. Bhd.

Contract Period: 12 months

Construction Status: Completed
JK1: Piling completed.
JK1: Construction of abutments (20/07/2015).
JK1: Construction of abutments (20/07/2015).
JK1: Intermediate concrete block used as temperory support for the assembly of girder segments (02/11/2015).
JK1: Uploading first UTG1500 segment using two units 20 tons capacity mobile cranes.
JK1: Transporting first segment for assembly (02/11/2015).
JK1: Lifting of first UTG segment using one unit 45 tons capacity mobole crane (02/11/2015).
JK1: Positioning first segment.
JK1: Positioning second segment.
JK1: Three segments aligned.
JK1: Three segments aligned.
JK1: Five segments aligned.
JK1: 30m long UTG girder fully assembled (03/11/2015).
JK1: 30m long UTG girder fully assembled (03/11/2015).
JK1: 27K15 tendon used at bottom flange.
JK1: A single span 30m UTG1500 fully post-tensioned.
JK1: All temporary intermediate concrete supports were removed.
JK1: A 10 wheelers lorry crossing the bridge.
JK1: An excavator crossing the bridge.
Completed JK2 bridge.
Completed JK1 bridge using UTG1500-30m.
Completed JK1 bridge using UTG1500-30m.
Completed JK1 bridge using UTG1500-30m.
Completed JK1 bridge using UTG1500-30m.
Completed JK1 bridge using UTG1500-30m.
JK1: Piling completed.
01/25 
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Single Span 100m UHPC Bridge - Pushing UHPC Technology to the Max

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Project: Construct of a New Bridge Crossing Perak River, Batu 6, Kampung Rhui, Bandariang, Gerik, Hulu Perak District, Perak D.R.

(Jambatan Menyeberangi Sungai Perak, Batu 6, Kampung Rhui, Bandariang, Gerik, Daerah Hulu Perak, Perak D.R.)

GPS Location: 5.45040N, 101.18660E

Structure Type
: Single Span 100m long by 5.0m wide (MTB-R1) UHPC box brigde system.

Superstructure Feature: 1 piece of DURA® Box Bridge Girder BBG4000-100m

Substructure Feature: 24 nos. 300mm dia. micropiles per Abutment

Loading Type: Full HA + 30units HB loading (BD37/01) + 5 kPa Pedestrian

Client: JKR Perak   JKR

Consultant: Jurutera Perunding Concrete Technology

Contractor: ZA (Malaysia) Sdn Bhd (Class B)

Contract Period: 24 months  

Construction Status: Completed
 

Beautiful Sungai Perak with the crystal clear water.
Beautiful Sungai Perak with the crystal clear water.
Proposed abutments location.
Bersia Dam at upstream of the river.
Project signboard.
Location of abutment A.
Location of abutment B.
Drilling of micropile in progress (12/07/2013).
Drilling of micropile in progress (12/07/2013).
PDA test in progress (01/08/2013).
Partially completed abutment A.
Abutment B under construction (22/12/2013).
Micropile construction in progress for Abutment B (06/02/2014).
Micropile construction in progress for Abutment B (06/02/2014).
DURA Box Bridge Grider BBG4000.
DURA Box Bridge Grider BBG4000.
Fully steam cured BBG4000.
Fully steam cured BBG4000.
Fully steam cured BBG4000.
Filling bucket with Grade40 ready mix concrete.
Transporting ready mix concrete to opposite site of the river for concreting work of Abutment B.
Piling work in progress for the installation of temporary pier support (17/06/2014).
Piling work in progress for the installation of temporary pier support (17/06/2014).
Piles for pier 1 and pier 2.
Construction of pile cap / temporary support pier 2 (05/07/2014).
Unloading first precast box girder segments (09/07/2014).
Three precast box girder segments unloaded (09/07/2014).
Unloading SBG (17/07/2014).
Temporary supports for beam assembly.
Temporary supports for beam assembly.
Temporary supports for beam assembly.
Assembly of 550 tonnes capacity crawler crane in progress (12/10/2014).
Assembly of 550 tonnes capacity crawler crane in progress (12/10/2014).
Assembly of 550 tonnes capacity crawler crane in progress (12/10/2014).
Assembly of 550 tonnes capacity crawler crane in progress (12/10/2014).
Crawler crane fully assembled and ready for action (14/10/2014).
Lifting of first transfer girder (50m) which weight 28 tonnes (14/10/2014).
Lifting of first transfer girder (50m) which weight 28 tonnes (14/10/2014).
50m long transfer girder temporary seat on the temporary pier supports (14/10/2014).
Lifting of second transfer girder (24m) which weight 13 tonnes (14/10/2014).
Lifting of second transfer girder (24m) which weight 13 tonnes (14/10/2014).
24m long transfer girder temporary seat on the temporary pier supports (14/10/2014).
Lifting of third transfer girder (28m) which weight 15 tonnes (14/10/2014).
Lifting of third transfer girder (28m) which weight 15 tonnes (14/10/2014).
Lifting of of the 1st segment (end-block) (28/10/2014).
Lifting of of the 1st segment (end-block) (28/10/2014).
Placing the end-block segment on a trolley (28/10/2014).
Transporting the 1st segment to abutment B (28/10/2014).
1st segment seated on abutment B (28/10/2014).
Transporting the 2nd segment to abutment B (29/10/2014).
Transporting the 3rd segment to abutment B (30/10/2014).
Assembling segment 3 against segment 2 (30/10/2014).
Three segments aligned and assembled (30/10/2014).
Three segments aligned and assembled (30/10/2014).
4th segment ready for assembly (30/10/2014).
Nine segments assembled (01/11/2014).
Nine segments assembled (01/11/2014).
30 segments assembled (07/11/2014).
Assembling segment 3 (9/11/2014).
Lifting of final segment (11/11/2014).
Installation of final segment (11/11/2014).
Installation of final segment (11/11/2014).
100m long DURA box girder fully assembled (11/11/2014).
100m long DURA box girder fully assembled (11/11/2014).
100m long DURA box girder fully assembled (11/11/2014).
Top deck view (11/11/2014).
Temporary staging all dismantled. (19/12/2014)
Abutment A fully constructed (06/04/2015).
Second stage post-tensioning work in progress (22/04/2015).
Inside view of the external duct using HDPC pipe (22/04/2015).
Casting of approach slab for Abutment A (30/04/2015).
Back filling of earthwork for Abutment B (04/05/2015).
Construction of road perimeter drain (06/05/2015).
Earthwork and slope protection work at abutment/apporach road A.
Installation of GI railing at main bridge (22/05/2015).
Installation of GI railing at main bridge (22/05/2015).
The completed Batu 6 bridge.
The completed Batu 6 bridge.
The completed Batu 6 bridge.
The completed Batu 6 bridge.
The completed Batu 6 bridge.
Beautiful Sungai Perak with the crystal clear water.
01/81 
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