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2017 Projects

Maintenance Free and Pierless Bridge for Villager at Kg. Bongor, Perak


Project: To Construct Bridge at Sungai Peh from Kg. Bongor to Felda Bersia, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan

(Membina Jambatan di Sungai Peh di Jalan Kg. Bongor Ke Felda Bersia, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan.)

GPS Location: 5.4834361N, 101.198402E

Structure Type: Single Spans 20m by 7m Wide Composite Bridge System.

Superstructure Feature: 5 pieces of DURA® IB650-20m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200 x 200mm dia. SQ RC. pile (Class B)

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

Client: Jabatan Tanah Gerik Malaysia

S.O.: Jabatan Tanah Gerik Malaysia

Consultant: JPCT

Contractor: Dura Technology Sdn Bhd

Contract Period: 3 months

Construction Status: Completed        

Existing road corssing Sg Peh.
Existing pipe culvert used at Sg. Peh.
Temporary crossing using three circular culverts.
Beam launching
Five numbers of DURA IB650-18m [ositioned on abutments.
Installation of DURA left-in formwork.
Completion of installation of beam and left-in formwork.
Preparation of steel reinforcement for the RC deck (1).
Concreting of bridge decking.
Backfilling of earth behind the abutments.
GI railing installed.
Approach road tarred.
Complete Single span 20m Sg Peh Bridge.
Complete Single span 20m Sg Peh Bridge.
Complete Single span 20m Sg Peh Bridge.
Complete Single span 20m Sg Peh Bridge.
Existing road corssing Sg Peh.
01/16 
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DTSB Design and Build Rural Bridge for Land and District Perak


Project: To Construct New Bridge at Kampung Rancangan Merah, Lenggong, Perak D.R.

(Membina Jambatan Baru Di Kampung Rancangan Merah, Lenggong, Perak Darul Ridzuan.)

GPS Location: 5.222522 N, 101.071337 E

Structure Type: Single Spans 42m by 4m Wide Composite Bridge System.

Superstructure Feature: 1 piece of DURA® UBG1750-42m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200 x 200 mm RC pile

Loading Type: HA+KEL or 30 units HB loadings

Client: Pejabat Daerah dan Tanah Hulu Perak

S.O.: Pejabat Daerah Dan Tanah Hulu Perak

Consultant: Jurutera Perunding Technology

Contractor: Dura Technology S/B

Construction Status: Completed 

Piling works at abutment A.
Lean concrete at abutments casted.
Steel reinforcement cage for abutment.
Both abutments partially constructed.
Abutments ready to receive precast beam.
Unloading DURA-UBG1750 beam segment.
Assembly of temporary supports for beam launching.
Setting of crane for beam segments positioning.
One unit 400 tonnes mobile crane used to assembly the six U-beam segments from one end of the river bank.
Positioning of first end segment using single lifting.
Positioning of second segment.
Positioning of third segment.
Positioning of fourth segment.
Installation of fifth segment.
Positioning the six last segment (end block).
Installation of PC strands into the ducts.
Stressing work in progress.
Preparation of formwork for RC decking and abutments.
Abutments constucted (1)
Abutments constucted (4)
Concreting RC deck.
Concreting approach slab.
Backfilling approach road.
Abutments coated with PU paint.
A single span UBG1750-42m U girder with cast in-situ RC deck.
Completed bridge.
Completed bridge.
Completed bridge.
Piling works at abutment A.
01/28 
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Dura Shallow Beams used at Residential Housing Project at Kuala Selangor


Project: To Build a New Bridge at the Project on the Construction of 315 Units 2 Storey High Terrance Houses (15’ x 55’) and 2 Units Compact Substations at Lots PT 1887, PT 1888, PT 1890, PT 1891, and PT 1892, Mukim Ijok, Kuala Selangor, Selangor.

 
(Membina Jambatan Baru di Projek Pembinaan 315 Unit Rumah Teres Mampu Milik 2 Tingkat (15’x55’) dan 2 Unit Compact Substation; Di Atas Lot PT 1887, PT 1888, PT 1890, PT 1891, Dan PT 1892, Mukim Ijok, Daerah Kuala Selangor, Selangor)

GPS Location: 3.238109 N, 101.476939 E

Structure Type: Single Spans 36m by 10.5m Wide Composite Bridge

Superstructure Feature: 4 pieces of DURA® UBG1250-36m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 400mm dia. Spun pile (Class B)

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

Client: Regency Land Sdn Bhd

S.O.: Perunding Majucipta Sdn Bhd

Consultant: JPCT (Alternative Design)

Contractor: Maltecon Builders Sdn Bhd

Construction Status: Completed        

Both RC abutments partially constructed and ready to receive precast beams.
Both RC abutments partially constructed and ready to receive precast beams.
Transporation of UBG1250 segments from the factory.
Unloading end segment using 45 tonnes mobile crane.
Unloading end segment using 45 tonnes mobile crane.
Two beams assembled near the bridge site.
DURA UBG1250 partially assembled.
Unloading PC strands.
Installation of PC strands.
Installation of strands into the ducts.
Stressing of UBG1250-36m in progress.
Cutting of access length of strands after PT work.
End plates of two beams patched with cement paste.
Preparation for beam launching.
Placing 1st U beam onto the steel transfer girders.
Positioning of first beam.
Positioning of third beam.
Completion of beam launching.
Formwork preparation for RC deck
Approach slab concrete preparation
Deck slab concrete in progress
Completed bridge.
Both RC abutments partially constructed and ready to receive precast beams.
01/22 
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DURA Bridge Firstly Used in the State of Terengganu


Project: To Construct Jalan Terengganu By-Pass, Kuala Terengganu, Terengganu Darul Iman for the KT-By Pass Project (Bridge ST2).


(Membina dan Menyiapkan Jalan Terengganu By-Pass, Kuala Terengganu, Terengganu Darul Iman)

GPS Location: 5.290302 N, 103.134801 E

Structure Type: Single Spans 35m by 11.5m Wide (Left & Right) Composite Bridge System (Skew 15 degree).

Superstructure Feature: 4 pieces of DURA® UBG2000-35m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

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

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

Client: JKR Malaysia    JKR                S.O.: JKR Terengganu    JKR    

Consultant: Jannacks Consultants Sdn Bhd

Contractor: Iswarabena Sdn Bhd Sdn Bhd (G7)

Contract Period: 36 months

Construction Status: Completed        

Project site showing pile laod test in progress in Abutment B and construction of pile cap at abutment A (311016).
KT by-pass bridge ST2 crossing a open channel drain and a small road.
Construction of pile cap of abutment A (311016).
Beam launching in progress (080317).
Beam launching in progress (080317).
Lifting first beam onto transportation truck.
Inspection of beam before launching.
Positioning of first beam (080317).
Two DURA UBG2000-35m beams seated on abutments.
Two DURA UBG2000-35m beams seated on abutments.
Preparation for third beam launching (080317).
Preparation for third beam launching (080317).
Placing beam on steel transfer girder.
Positioning fourth beams.
In-situ RC deck completed (080517).
Construction of parapet walls.
Completed ST2 bridge.
Side view of ST2 bridge.
Two beams used per span over a 11.5m wide RC deck.
ST2 bridge.
Bridge construction completed.
Bridge construction completed.
Backfilling apporach road.
ST2 bridge.
Project site showing pile laod test in progress in Abutment B and construction of pile cap at abutment A (311016).
01/24 
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A 420m Long Multiple Spans UHPC Composite Road Bridge

34

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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