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2020 Projects

55m single spans UHPFRC Paitan, Sabah

Project: Project Road to Mesej Tabatu, Paitan, Sabah

(Projek Jalan Ke Mesej Tabatu, Paitan, Sabah)

GPS Location: 6.368485 N; 117.372136 E

Structure Type: Single Spans 55m by 8.9m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 2 pieces of DURA® UBG2000-55m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm dia. Micropiles

Loading Type: HA + 45 units HB loadings (BD37/01)

Client: JKR Sabah

S.O.: JKR Sabah

Consultant: JPCT


Contract Period: 24 Months

Construction Status: Completed 

Project signboard.
Existing damaged timber bridge.
Existing damaged timber bridge.
Completion of micropile foundation (060820).
Refurnishment of existing old bridge to used as beam launching platform.
Lifting beam segment onto ship (130121).
Positioning U beam segments on the storage space of ship which is going to Sabah.
Unloading of segments to job site.
Platform prepartion for beam assembly using concrete block as temporary supports.
Placing segments on the platform.
14 segments aligned and ready for post-tensioning work.
Installation of strands.
Installation of strands completed.
Post tensioning in progress.
Completion of grouting work.
Two number of DURA 55m long U beam successfully post-tensioned.
Installation of formwork for the end-diaphragm.
Timber formwork used for in-situ decking.
UHPC left-in form used between the U beams and timber formwork for inside U beams.
Concreting RC deck using concrete pump method (170721).
RC deck concreted (170721).
Installation of timber formwork for RC parapet.
Completed bridge deck and RC parapet.
Completed bridge open for traffic.
Completed bridge open for traffic.
Completed bridge open for traffic.
Completed bridge.
Project signboard.
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Single Span to Replace Bridge in Sungai Rambai Besar, Selangor

Project: To Replace Bridge Sg. Rambai Besar FT005/412/50, Kuala Langat, Selangor Darul Ehsan

(Menggantikan Jambatan Sg. Rambai Besar, FT005/412/50, Kuala Langat, Selangor Darul Ehsan)

GPS Location: 2.8887826 N; 101.489146 E

Structure Type
: Single Spans UHPFRC Beam Composite In Situ Deck Bridge System: 15.55m x 22.1m wide.

Superstructure Feature: 14 pieces of DURA® IB650 – 15.55m with Cast In-Situ RC Deck

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

Foundation Feature:

Loading Type: HA+KEL or 45 units HB loadings

Client: JKR Malaysia

S.O.: JKR Daerah Kuala Langat

Consultant: JKR Malaysia

Contractor: FYZ Holding Sdn Bhd

Contract Period: 12 Months

Construction Status: Completed

Project signboard.
Original site condition before bridge demolition.
Original site condition.
Soffit view of the existing steel composite bridge.
Demolition of first half of the existing steel composite bridge (120620).
Transportation of precast UHPC beam-deck bridge.
Three pieces of prefab bridge positioned at first phase of the existing bridge.
Preparation for batching UHPC for the stitching of the deck joints.
Curing of UHPC in-filled stitches.
First half of the new bridge installed.
First half of the bridge premixed and read open for traffic.
First half of the new bridge open for traffic.
Completed bridge.
Completed bridge.
Lifting and positioning the last precast bridge.
All precast members positioned.
Second half of the new bridge premixed with wearing coarse.
Completed bridge.
Completed bridge.
Project signboard.
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12m Kg. Simpai, Pahang using UHPFRC Bridge

Project: To Build and Upgrade Entrance To Kg. Simpai, Pekan, Pahang Darul Makmur, (Fasa 2)

(Cadangan Membina Dan Menaiktaraf Jalan Masuk Ke Kg. Simpai, Pekan, Pahang Darul Makmur, (Fasa 2) )

GPS Location:   3.217553 N; 103.145294 E (Bridge 1); 3.220677 N; 103.148496 E (Bridge 2)

Structure Type: Single Spans 12m by 6m Wide UHPFRC integral beam-deck system

Superstructure Feature: 4 pieces of DURA® TBG875-12m (per bridge)

Substructure Feature
: Cast in-situ RC abutments

Foundation Feature: 250mm dia. Spun pile (Class B)

Loading Type: HA+ 30 units HB loadings (BD37/01)

Client: JAKOA

S.O.: JKR Pekan, Pahang


Contractor: Goodsons Resources Sdn Bhd

Contract Period:

Construction Status: Completed


Project signboard and detail.
Abutments done (220720).
Mobile cranes used for beam launching.
Lifting of first beam.
Lifting of TBG875 beams.
All beams positioned in place.
Beam positioning complete (220720).
Casting of in-situ UHPC for stitching joints.
Inspecting the finishing of the UHPC stitches.
Two joints completed.
Completion of UHPC stitching work (280820).
Lifting of first beam for second bridge.
Four beams positioned.
Completed Bridge 1.
Completed Bridge 2.
Project signboard and detail.
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Single Span of Pedestrian Bridge in Selama, Perak

Project: To Replace Pedestrian Bridge at FT001/671/70, Larut, Matang dan Selama, Perak. D.R.

(Menggantikan Jejantas Di Laluan FT001/671/70 Daerah Larut Matang Dan Selama, Perak D.R.)

GPS Location: 4.787472°N, 100.722296°E

Structure Type: Single Span 28m x 2.8m wide UHPC Bridge System with Precast Staircase

Superstructure Feature:  1 piece of DURA® UTG1200 – 28m

Substructure Feature: RC Columns

Foundation Feature: 300mm Micro-Pile

Loading Type: 5 kPa (BD37/01)

Client: Kementerian Kerja Raya Malaysia

S.O.: Jurutera Daerah, JKR Larut Matang & Selama

Consultant: Jurutera Awam (Jalan), JKR Larut Matang & Selama

Contractor: Belati Wangsa (M) Sdn. Bhd

Contract Period: 18 months

Construction Status: Completed
Project signboard and detail.
Uploading UTG segment to storage yard for PT work.
Preparation of temporary platform.
Aligning first segment (160520).
Aligning last segments.
Tighening the segmental joints temporarily.
Piers ready to receive beam.
Post tensiong work of the UTG birder in progress.
Uploading of UTG1200 to construction site (160620).
Uploading UTG1200 beam on to pole-trailer.
Prepartion on crane setting and ready for beam lifting.
Transportation of beam for beam launching.
UTG1200-28m already positioned on the piers.
Positioning of UTG1200 beam.
UTG1200-30m nicely seated on the peirs (150620).
UTG beam span across the busy road.
Inside view of the U troigh beam.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Project signboard and detail.
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Lightweight Dura I-Beams Used in Housing Development Project Near Mont Kiara

Project: To Proposed Main Entrance Road (80 Feet Road Reserves) From Front of Lot 2370 to Front of Lot 2368/2363 As well as Adjoining Development Lot, Mukim Batu, Territory Federation of Kuala Lumpur.

(Cadangan Pembinaan Jalan Keluar Masuk Utama ( Rezab Jalan 80 Kaki) Bermula Dari Hadapan Lot 2370 Sehingga Hadapan Lot 2368/2363 Serta Lot – Lot Pembangunan Bersebelahan,  Mukim Batu,  Wilayah Persekutuan Kuala Lumpur)

GPS Location: 3.1688070N, 101.6408440E

Structure Type:. Two Spans UHPFRC Beam Composite In Situ Deck Bridge System  45m x 12.195m

Superstructure Feature:  16 Pieces of Dura IB850 – 22.6m

Substructure Feature: RC Columns

Foundation Feature: 300mm Micro Pile

Loading Type: Comb. of HA-KEL and 45HB Loading (BD37/01)

Client: Qiana Development Sdn. Bhd

S.O.: Pembinaan YSL

Consultant: JPCT

Contractor: Dura Construction Sdn. Bhd

Contract Period: 140 day

Construction Status: Completed
Bridge site.
Construction of substructures in progress.
Pile cap for intermediate pier.
Installation of steel bar for the abutment (160720).
Installation of tempororary formwork for substructure works (160720).
Assembly of scalffold for abutment 2 crosshead.
Crosshead formwork ready for concreting (180820).
Abutment 2.
200t mobile crane setting for beam launching (270820).
Lifting of first beam.
Positioning first beam onto abutment and pier.
8 beams for one span have been positioned.
First 8 nos of I beam has been positioned.
Positioning last beam (270820)
UHPC left-in formwork used between the I beam.
Fixing end diaphragm and deck rebar.
Fixing rebars.
Casting of bridge deck.
Casting of RC deck in progress.
RC deck fully done.
Removal of scarfolding at piers(201020).
Soffit view of the bridge.
Soffit view.
Parapet installed.
Completed bridge.
Bridge site.
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