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2014 Projects

First DURA Bridge Used at Perak Tengah, Perak

Published on Wednesday, 23 July 2014 19:20 | Written by DTSB | Print | Email | Hits: 5800


Project: To Repalce Bridge at FT073/040/070 Crossing Bukit Berapit River, Perak Tengah, Perak D.R. 
 MENGGANTIKAN JAMBATAN FT073/040/070 DI ATAS SUNGAI BUKIT BERAPIT, PERAK TENGAH, PERAK DARUL RIDZUAN.

GPS Location: 4.45073N; 100.94137E

Structure Type: Single span 16m long x 14m wide UHPC Intergal Beam-Deck System

Superstructure Feature: 9 pieces of DURA® TBG875-16m

Substructure Feature: 300mm dia. spun pile (Class B)

Client: JKR Perak    JKR

S.O.: JKR Daerah Perak Tengah

Consultant: Jurutera Perunding Concrete Technology (Alternative Design)

Contractor: CTSOO Ria Enterprise

Contract Period: 18 months

Construction Status: Completed

Project signboard and detail.
Road diversion.
Setting up for pile load test.
Dura beams fully lauched in half days (26/11/2014).
Casting of Dura stitching in progress. (18/12/2014).
All stitching are done in one day. (18/12/2014).
Approach slab casted. (18/12/2014).
Stitching formwork demould after one day. (19/12/2014).
Completion of Dura stitches. (19/12/2014).
Precast parapet has been installed on the new bridge.
Precast parapet has been installed on the new bridge.
Bridge is completed and open for traffic.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Soffit view of the completed bridge (04/10/2005).
Bridge plaque.
Project signboard and detail.
01/18 
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DURA Bridge Used at Canal of Mines Resort City, Selangor

Published on Sunday, 08 June 2014 13:13 | Written by DTSB | Print | Email | Hits: 5357


Project: To Construct A New RC Bridge at The Mines Resort City, Jalan Dulang, Seri Kembangan, Selangor Darul Ehsan.

GPS Location: 3.027921N; 101.71729E

Structure Type: Single span 22m long x 11.5m wide DURA composite bridge.

Superstructure Feature: 8 pieces of DURA IB650-22m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200mm RC Square pile (Grade40, Class 1)

Loading Type: Full HA + KEL loadings

Client: The Mines Resort City

Consultant: CYL Consult Sdn Bhd

Contractor: Mesa Engineering Sdn Bhd

Contract Period: 3 months

Status: Completed

Proposed site of new bridge over the canal of Mines Resort City.
The Mines canal.
Proposed new single span 22m long concrete bridge.
Construction of abutments in progress (05/06/2014).
RC abutments ready for beam launching (26/06/2014).
Lifting of first beam.
Lifting of second beam.
Lifting of fourth beam.
Four beams launched onto the RC abutments.
Four beams launched onto the RC abutments.
Completion of beam launching (26/06/2014).
Completion of beam launching (26/06/2014).
Completion of beam launching (26/06/2014).
Fixing temporary plank (05/07/2014).
Casting in-situ RC deck/slab (09/07/2014).
The completed Mines Canal Bridge.
The completed Mines Canal Bridge.
The completed Mines Canal Bridge.
The completed Mines Canal Bridge.
The completed Mines Canal Bridge.
The completed Mines Canal Bridge.
The completed Mines Canal Bridge.
Proposed site of new bridge over the canal of Mines Resort City.
01/22 
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Shallow Depth Bridge at Sungai Rantin, Kamunting

Published on Sunday, 11 May 2014 17:57 | Written by DTSB | Print | Email | Hits: 4926

rantin panaroma 1

Project: MEMPERELOKKAN JALAN TAIPING/SELAMA, DAERAH LARUT, MATANG DAN SELAMA, PERAK DARUL RIDZUAN (FASA 4A : MEMBINA JAMBATAN SG. RANTIN)

GPS Location: 4.8943N, 100.734150E

Structure Type: Single span 22m long x 11.5m wide DURA composite bridge.

Superstructure Feature: 8 pieces of DURA IB650-22m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 400mm diameter spun pile (Grade80, Class B)

Loading Type: Full HA+45HB Highway loadings

Client: JKR Perak       JKR                     Consultant: Prima Reka       prima reka

Contractor: Safaris Maju Sdn Bhd

Status: Completed

Existing narrow Sg Rantin bridge.
Debris stuck at central piers causing interruption of water flow.
Debris stuck at central piers causing interruption of water flow.
Piling in progress (08/07/2013).
Signboard and project detail.
Lean concrete laid (19/10/2013).
Fixing of reinforcement for pile cap (19/10/2013).
DURA pretension I beam, 22m length.
Abutments almost ready (16/02/2014).
Arrival of pole trailer with 4 numbers of DURA IB650-22m (08/05/2014).
Lifting of first beam using two numbers of 20T mobile crane (10:39am-08/05/2014).
Four beams positioned on abutments (12:19pm-08/05/2014).
Lifting of fifth beam (5:00pm-08/05/2014).
All beams assembled (5:58pm-08/05/2014).
Positioning left-in formwork (09/05/2014).
Positioning left-in formwork (09/05/2014).
Positioning deck-slab reinforcement (15/05/2014).
Positioning deck-slab reinforcement (15/05/2014).
Soffit view of the shallow depth DURA beam.
Sg. Ranting bridge open for traffic.
Newly completed Sg Ranting bridge.
Newly completed Sg Ranting bridge.
Existing narrow Sg Rantin bridge.
01/22 
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DURA Bridge Used Near National Park, Pahang

Published on Sunday, 06 April 2014 20:03 | Written by DTSB | Print | Email | Hits: 4574


Project: Menaiktaraf Jalan Luar Bandar Dalam Dun Tahan - Jalan Sungai Yap Ke Kampung Kluang, Kuala Tembeling, Daerah Jerantut, Pahang Darul Makmur.

GPS Location: 4.065233N; 102.329709 E

Structure Type: Single span 51m long x 8m wide UHPC composite bridge

Superstructure Feature: 2 pieces of DURA® UBG2000-49.5m

Substructure Feature: 450mm dia. spun pile (Class B)

Client: JKR Pahang    JKR

S.O.: JKR Daerah Jerantut

Consultant: Concrete Technology Sdn Bhd

Contractor: Gabungan Perintis S/B (Class C)

Contract Period: 48 weeks

Construction Status: Completed

Existing road lead to Sg Yap bridge.
Existing 2.2m wide narrow bridge.
Existing 2.2m wide narrow bridge.
Completion of piling work at Abutment A (06/07/2014).
Casting of abutments (13/08/2014)
Unloading first end segment of UBG2000 (13/08/2014).
Three segments assembled and aligned (13/08/2014).
Post-tensioning of first beam (20/08/2014).
Post-tensioning of first beam (20/08/2014).
Both abutments are completed and ready for beam launching.
Both abutments are completed and ready for beam launching.
Project sign board and detail.
Preparation for beam launching (06/09/2014).
First U-beam uploaded (06/09/2014).
First U-beam uploaded (06/09/2014).
Transporting 1st beam to abutments.
Transporting 1st beam to abutments.
2 units of 160 tonnes all terrain cranes are used to lift the first beam (06/09/2014).
Positioning of DURA UBG2000-49.5m to the plinth seating.
1st U beam positioned onto the abutments.
Uploading 2nd U-beams (07/09/2014).
2 units of 160 tonnes all terrain cranes are used to lift the second beam (07/09/2014).
2 units of 160 tonnes all terrain cranes are used to lift the second beam (07/09/2014).
Beam launching completed.
Abutment concreted (20/09/2014).
The completed single span 50m long DURA composite bridge crossing Sg Yap (Jerantut, Pahang).
The newly built bridge fully submerged in river water during the extreme flood event in Malaysia history.
Sungai Yap bridge not effected by the flood. Picture take after one year. (10/10/20015).
Sungai Yap bridge not effected by the flood. Picture take after one year. (10/10/20015).
Sungai Yap bridge not effected by the flood. Picture take after one year. (10/10/20015).
Sungai Yap bridge not effected by the flood. Picture take after one year. (10/10/20015).
Sungai Yap bridge not effected by the flood. Picture take after one year. (10/10/20015).
Existing road lead to Sg Yap bridge.
01/32 
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Replacement of Damaged Bridge Over Bukit Merah Dam

Published on Sunday, 06 April 2014 19:10 | Written by DTSB | Print | Email | Hits: 4607

24
Project: RTB Lembangan Sungai Kerian - Projek Menaiktaraf Jambatan Alur Limpah Selatan Di Empangan Bukit Merah Serta Kerja-Kerja Lain Yang Berkaitan Di Daerah Kerian, Perak Darul Ridzuan.

GPS Location: 5.030669N; 100.650887E

Structure Type: Multiple spans 55m x 9.5m wide UHPC composite bridge

Superstructure Feature: 12 pieces of DURA® IB650-13.3m & 18 pieces DURA® IB650-9.2m

Substructure Feature: No changed / maintained

Client: JPS Perak   jps

S.O.: JPS Daerah Kerian

Consultant: Concrete Technology Sdn Bhd (alternative design)

Contractor: Global Terbilang Sdn Bhd

Contract Period: 18 months

Construction Status: Completed

Existing Alur Limpah Selatan Bridge cross Bukit Merah Dam.
Existing bridge.
Existing bridge.
Some beams badly corroded.
Some beams badly corroded.
Transportating of precast DURA I-beams (16/04/2014).
Unloading of beams.
Unloading of beams.
First portion of the insitu decking constructed (29/08/2014).
First portion of the insitu decking constructed (29/08/2014).
Precast 20mm thick DURA left in-from used.
Precast 20mm thick DURA left in-from used.
Installation of precast RC parapet.
Second phase of beam launched. (29/12/2014)
Second phase of beam launched. (29/12/2014)
Final portion of the in-situ RC deck going to be casted (15/12/2014).
Completed new bridge with wearing surface laid.
Side view of the newly completed Bukit Merah Dam bridge.
Side view of the newly completed Bukit Merah Dam bridge.
Soffit view.
Completed after 2 years.
Completed after 2 years.
Completed after 2 years.
Completed after 2 years.
Existing Alur Limpah Selatan Bridge cross Bukit Merah Dam.
01/24 
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  2. Dura Bridge Used to Rescue Delayed Tambun Road Bridge Project Crossing Sg Choh
  3. DURA Bridge used at Wisma Lembaga Kemajuan Ikan Malaysia (LKIM)
  4. Construction of a New Bridge at Mardi, K. Kangsar
  5. 52m Single Span Crossing Sungai Ara for JPS Flood Mitigation Project
  6. Second Dura Composite Bridge Crossing Sungai Kurau
  7. First Dura Composite Bridge Crossing Sungai Kurau
  8. DURA Composite Bridge for Busy Road at Teluk Intan, Hilir Perak

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