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2013 Projects

First Dura Bridge at the State of Pahang

Published on Thursday, 19 September 2013 21:27 | Written by DTSB | Print | Email | Hits: 5840


Project: To Repair and Build New Bridge at Kampung Desa Murni, Kuala Rompin, Rompin, Pahang.

(Membaikpulih dan Membina Jambatan Baru di Kampung Desa Murni, Kuala Rompin, Daerah Rompon, Pahang.)

Structure Type: Single span 12m x 4m wide UHPdC integral beam-deck system.

Superstructure Feature: 4 pieces of DURA® Universal Beam UB650-12m c/w 100mm thk DURA® deck

Substructure Feature: 200mm Square RC piles

Loading Type: Full HA+45 unit HB loadings

Client: JKR Pahang   JKR  

Consultant: Dura Technology Sdn Bhd

Contractor: AZ Maju Enterprise

Contract Period: 14 weeks

Construction Status: Completed

A damaged access bridge a Kg. Desa Murni of Kuala Rompin.
Formwork preparation for UHPC decking (10/10/2013).
UHPC deck casted (11/10/2013).
Abutment and foundation at site.
Arrival of Dura precast bridge to site (25/10/2013).
Lifting of first half of the bridge using two units 20 tonnes capacity crane (25/10/2013).
Beams lifting completed.
Placing of 15mm thin DURA left-in placed formwork.
Newly launched Desa Murni bridge.
Completed Desa Murni bridge.
Completed Desa Murni bridge.
Completed Desa Murni bridge.
Completed Desa Murni bridge.
Completed Desa Murni bridge.
Completed Desa Murni bridge.
Completed Desa Murni bridge.
A damaged access bridge a Kg. Desa Murni of Kuala Rompin.
01/16 
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Malaysia First Multi-Span UHPDC Pedestrian/Motorcycle/Ambulance Crossing, Kuala Sepetang, Perak.

Published on Saturday, 29 June 2013 15:45 | Written by Dura Technology | Print | Email | Hits: 8962
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Project: To Construct a Pedestrian & Motorcycle Bridge from Kuala Sepetang Town to Kampung Seberang, Kuala Sepetang, Larut, Matang & Selama District, Perak D.R.

(Membina Jejantas Pejalan Kaki dan Motosikal Dari Pekan Kuala Sepetang Ke Kg. Seberang Di Kuala Sepetang, Daerah Larut, Matang Dan Selama, Perak D.R. (N/PK/155/2012))

Structure Type: 106m crossing over Sg. Sangga Besar

Superstructure Feature: 1 piece of DURA® UTG1200-20m pedestrian-motorcycle bridges and 2 pieces of DURA® UTG1200-22.5m pedestrian-motorcycle ramps.

Substructure Feature: 600mm diameter spun pile (Grade80) to an estimated length of 60m

Client: JKR Perak   JKR          Consultant: Jurutera Perunding Prima Reka Sdn Bhd   prima reka

Contractor: Jujur Peransang Sdn Bhd (Class C)                        

Commence Date: 02 July 2012                 Complete Date: 18 November 2013

Contract Period: 72 Weeks

Status: Completed

Project signboard.
Original site for the proposed pedestrian bridge from Pekan Kuala Sepetang to Kg. Seberang (09/09/2011).
A busy weekday where the river is full of fishing boats.
Most commonly fishing boats used by local villagers.
For the last five decades, villagers using small boat to cross the river to the other site of the village.
Small boat crossing is dangerous and not convinient to the villagers.
Bicycle is the major mode of transportation at Kg. Seberang.
Some houses of the villagers.
JKR Officer Mr Ong having discussion with JD Salahuddin and other land officers.
A humble chinese street at Kg Sepetang.
Limited space for site storage.
Demolition work in progress (04/09/2012).
Demolition of shop for construction of abutment A (25/09/2012).
Demolition of houses for construction of abutment B (25/09/2012).
Piling equipments and spun piles on a pontoon ready for piling works.
Piling work in progress (24/10/2012).
Completion of piling work.
Reinforcement for pier cap 2.
Pier cap 2 concreted with grade80 concrete (09/01/2013).
Concreting pier cap 3 in progress (11/01/2013).
Concreting pier cap 3 in progress (11/01/2013).
Transporting Grade80 concrete using a small pontoon.
Lifting concrete up to the pier cap.
Lifting concrete up to the pier cap.
Grade80 reinforced concrete pier cap 3.
A picture taken from the top of the pier cap showing houses at both sides of the river.
DURA UHPdC customised U trough pedestrian girder (05/03/2011).
DURA UHPdC customised U trough pedestrian girder (05/03/2011).
After flip up side down (23/03/2013).
PT work in progress (16/05/2013).
Substructures.
Uploading precast beam using 2 units 20 tonnes capacity mobile crane (29/06/2013).
Uploading precast beam using 2 units 20 tonnes capacity mobile crane (29/06/2013).
Beam ready for transportation (29/06/2013).
Lorries arrived to Lumut Port early of the morning (30/06/2013).
A unit of 200 tonnes crawler crane used to lift the DURA beam to pontoon.
1st beam loaded onto the pontoon.
3rd beam loaded onto the pontoon.
Three beams loaded (30/06/2013).
Lifting of DURA beam (10/07/2013).
Lifting of DURA beam (10/07/2013).
Two spans launched.
Three spans completed (10/07/2013).
Elevation view of Kg Sepetang bridge.
Inside deck view.
Installation of roofing in progress.
The completed Kuala Sepetang bridge.
The completed Kuala Sepetang bridge.
Kuala Sepetang bridge.
Kuala Sepetang bridge.
Kuala Sepetang bridge.
Kuala Sepetang bridge.
Project signboard.
01/52 
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The Perak Royal District (K. Kangsar) First Dura Bridge

Published on Thursday, 06 June 2013 15:01 | Written by DTSB | Print | Email | Hits: 4804
kg kati panaroma

Project: To Construct a New Bridge at Kampung Chuar (Old Pekan Kati Road), Kuala Kangsar District, Peral D.R.

(Cadangan Membaiki Jambatan Di Kampung Chuar (Jalan Lama Pekan Kati), Daerah Kuala Kangsar, Perak Darul Ridzuan).

Structure Type:  Single span 30m long x 11.7m wide DURA integral beam-deck system.

Superstructure Feature: 8 pieces of DURA TBG1325-29.5m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 600mm diameter spun pile (Grade80, Class B)

Loading Type: Full HA+45HB Highway loading

Client: JKR Malaysia       JKR                    Consultant: Jurutera Perunding Concrete Technology

Contractor: Pancar Sempadan Sdn Bhd

Contract Period: 7 months

Status: Completed

Project sign board.
Existing bailey bridges at Kg Chuar crossing Sg. Temong.
Existing bailey bridges at Kg Chuar crossing Sg. Temong.
Demolision of existing bailey bridges (18/06/2013).
Demolision of existing bailey bridges by JKR Kinta teams (18/06/2013).
Piling work in progress (21/08/2013).
Dura beam unloaded to site (01/09/2013).
Both abutments ready for concreting (12/10/2013).
Abutment completed (26/10/2013).
Uploading beam to truck (31/10/2013).
Lifting of 1st beam (31/10/2013).
Lifting of 2nd beam (31/10/2013).
Lifting of 3rd beam (31/10/2013).
Eight beams lauched (01/11/2013).
Top deck view.
Side view (02/11/2013).
Soffit view (02/11/2013).
Completion of UHPC stitching work (15/11/2013).
RC parapet casted (06/12/2013).
Completed new bridge open for public (24/12/2013).
New bridge sealed with wearing coarse.
New bridge sealed with wearing coarse.
New bridge sealed with wearing coarse.
Kg Chuar bridge (06/02/2014).
Project sign board.
01/24 
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No More Blockage At Sg. Linggi Of Jalan Rantau-Siliau, Negeri Sembilan.

Published on Monday, 13 May 2013 13:04 | Written by Dura Technology | Print | Email | Hits: 9012

siliau panaroma 1
siliau panaroma 2

Project: A Proposal to Replaced an Old Bridge at Sunga Linggi, Jalan Rantau-Siliau, Rantau, Seremban District, Negeri Sembilan.

(Cadangan Menggantikan Jambatan di Atas Sg. Linggi, Jalan Rantau- Siliau, Mukim Rantau, Daerah Seremban, Negeri Sembilan.)

Structure Type: 51.8m long x 18.6m wide UHPdC composite bridge crossing Sg. Linggi

Superstructure Feature: 5 pieces of DURA® UBG1750-51.5m topped with 200mm thk in-situ RC deck

Substructure Feature: 800mm diameter bored pile

Loading Type: Full HA+45HB loading (BD37/01)

Client: JKR Negeri Sembilan   JKR          Consultant: Endeavour Consult Sdn Bhd   endevour consult

Contractor: Midland Classic Sdn Bhd

Contract Period: 12 months

Construction Period: Completed

Original site and old concrete bridge come with 4 row of piers in the waterway of the Sg. Linggi (13/10/2011).
Existing utility and pipings.
Debris stuck at the piers (13/10/2011).
Debris stuck at the piers (05/08/2012).
Project signboard and project detail near the job site.
Site clearing began (05/08/2012).
Construction of abutment in progress (15/02/2013).
Construction of abutment in progress (07/04/2013).
Installation of strands for post-tension U beam (07/04/2013).
Partially completed abutment (20/04/2013).
Post-tensioning work in progress in 1st U beam (29/04/2013).
Post-tensioning work in progress in 1st U beam (29/04/2013).
Completion of 1st U beam PT work.
Post-tensioning work in progress in 1st U beam (29/04/2013).
Platform preapration for crane seating (18/05/2013).
Arrival of 500 tonnes capacity all terrain mobiel crane by Asiagroup (18/05/2013).
During beam lifting (20/05/2013).
During beam lifting (20/05/2013).
Five DURA U beam launched.
Five DURA U beam launched.
Preparation of formwork for in-situ RC decking (15/06/2013).
Preparation of formwork for in-situ RC decking (15/06/2013).
Fixing of end-diaphragm reinforcement.
Insitu deck slab completed (12/09/2013).
Completed 52m long single span Rantau-Siliau bridge.
Completed 52m long single span Rantau-Siliau bridge.
Column free new bridge crossing Sg Linggi.
Completed 52m long single span Rantau-Siliau bridge.
Original site and old concrete bridge come with 4 row of piers in the waterway of the Sg. Linggi (13/10/2011).
01/28 
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New Bridge at Kampung Banjar, Ayer Tawar, Perak

Published on Wednesday, 13 February 2013 18:40 | Written by DTSB | Print | Email | Hits: 6155
banajr paranoma

Project: To Replaced a Old Concrete Bridge at FT071/2/698  of Kampung Banjar, at Laluan FT071 Jalan Beruas, Ayer Tawar, Manjung District, Perak D.R.

(Menggantikan Jambatan Konkrit FT 071/2/698 Kampung Banjar, Di Laluan FT 071 Jalan Beruas - Ayer Tawar, Daerah Manjung, Perak D.R.)

Structure Type: Single span 12m x 12m wide UHPdC integral beam-deck system.

Superstructure Feature: 8 pieces of DURA® TBG875-12m

Substructure Feature: 300mm diameter spun piles

Client: Kementerian Kerja Raya Malaysia      KKr        

Consultant: Jurutera Perunding Concrete Technology

Contractor: Belanti Wangsa (M) Sdn Bhd      belati wangsa

Contract Period: 4 months   

Status: Completed

Project sign board.
Existing old RC culvert over Sg. Raja Hitam (13/02/2013).
Existing old RC culvert over Sg. Raja Hitam (13/02/2013).
1st stage of piling work in progression (23/03/2013).
Phase 1 RC abutments (28/04/2013).
Beam launching (03/05/2013).
Joint stitching work in progress (03/05/2013).
Elevation view of the newly launched Kg Banjar bridge.
Laying of binder course (1st phase).
Completion of 1st stg.
2nd Stg. Piling in progress.
PDA test in progress (14/06/2013).
Second phase beam launching (19/09/2013).
Beam launching completed (19/09/2013).
Completion of bridge work (25/09/2013).
Completion of bridge work (14/10/2013).
Sealing road.
Kanping Banjar bridge.
Completed after half year (26/04/2014).
Completed after half year (26/04/2014).
Completed after half year (26/04/2014).
Project sign board.
01/21 
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