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2021 Projects

New Bridge 20m Single Spans in Kampung Air Simpol

Published on Monday, 21 March 2022 13:35 | Written by Farrah | Print | Email | Hits: 459

Project: To Build A New Bridge At Kampung Air Simpol, Sungai Jernih, Mukim Hulu Ijok

(Bina Baru Jambatan Serta Kerja Berkaitan Di Kampung Air Simpol, Sungai Jernih, Mukim Hulu Ijok, Perak)

GPS Location: 5.135107 N; 100.874092 E

Structure Type: Single Spans 20m by 3.5m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 2 pieces of DURA® IB850-20m

Substructure Feature: Cast in-situ RC abutments

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

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

Client: Jabatan Tanah Selama

S.O.: Jabatan Tanah Selama

Consultant: JPCT

Contractor: Prisma Canggih Ent  

Contract Period: 6 Weeks

Construction Status: Completed
Original site.
Abutment A.
Abutment B.
Transporting beams.
Transporting Dura I beam using two forklifts due to narrow access to the bridge site.
Safely tranporting to site.
Prepared for launching with two excavator.
First beam lift to the position.
Second beam adjust for correct position.
Two excavator 250lc.
Setting beam to fitting left in formwork.
Done launching two I Beam 850 20m.
Install formwork for diaphragm and deck slab.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Original site.
01/17 
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35m Single Span DURA Bridge in Kampung Belum Baru

Published on Friday, 16 July 2021 17:22 | Written by Farrah | Print | Email | Hits: 791

Project: Project Connection of Village with Kampung Belum Baru Bridge Lenggong, Perak)

 (Projek Jalan Perhubungan Desa – Jambatan Kampung Belum Baru Lenggong, Perak)

GPS Location: 5.269776 N; 101.063947 E

Structure Type: Single Span 35m by 7m Wide UHPFRC Composite Road Bridge System

Superstructure Feature: 2 pieces of DURA® UBG1250-35m with Cast In-Situ RC Deck

Substructure Feature: RC Abutments

Foundation Feature: 300mm Dia. Micro Piles

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

Client: JPS Perak

S.O.: JPS Perak  

Consultant:

Contractor: PERNIAGAAN EMZEK

Contract Period: 20 Months

Construction Status: Completed
Project signboard.
Kampung Belum Baru entrance.
Proposed new bridge crossing river.
Micropile work in progress (060721).
Concreting of abutment A.
Abutment B ready for beam positioning.
DURA UBG1250 end segment arrive at site.
Temporary support for Dura beam segments.
All segments and left in formworks arrive at site.
Lifting of UBG1250 segment to temporary using single mobile crane.
Pushing prestressed cable for first beam.
Stressing of first tendon.
Completion of post-tension works, beams hog as expected.
Installation of left in formwork.
Completed bridge.
Completed bridge.
Completed bridge.
Project signboard.
01/17 
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Pedestrian Bridge in Melaka using Dura UBG1500

Published on Friday, 04 June 2021 11:26 | Written by Farrah | Print | Email | Hits: 865

Project: To Construct a Pedestrian Bridge at Laluan FT019 – Lebuh AMJ (SK Agama Balai Panjan), Melaka

(Membina Jejantas Pejalan Kaki Di Laluan FT019 – Lebuh AMJ (SK Agama Balai Panjang), Melaka)

 
GPS Location: 2.223799 N; 102.232931 E

Structure Type: Single Span 39.75m by 2.5m Wide UHPFRC Composite Pedestrian Bridge System

Superstructure Feature: 1 pieces of DURA® UBG1500-39.75m with Cast In-Situ RC Deck

Substructure Feature: RC Columns

Foundation Feature: 350mm Dia. Micropiles (Class B)

Loading Type: 5 kPa (BD37/01)

Client: JKR Malaysia

S.O.: JKR Melaka Tengah

Consultant:

Contractor: Reximius Sdn Bhd

Contract Period: 20 Months

Construction Status: Completed       

Project site.
Proposed bridge site.
Construction of columns in progress (220421).
Unloading beam segment.
Assembly of segment.
UBG1500 fully assembled.
UBG1500-40m fully assembled at the road side.
Fully post-tensioned and grouted.
Construction of piers.
Fully post-tensioned and grouted.
Transporting U beam for beam launching.
Construction of piers.
Lifting of UBG1500 beam.
Placing DURA U beam on the piers.
UBG1500-40m done launch.
Dura beam crossing the road.
Complete footbridge.
Completed footbridge.
Complete first DURA footbridge in Melaka.
Project site.
01/19 
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New Concrete Bridge 24.5m at Klebang Mutiara, Perak

Published on Monday, 26 April 2021 14:59 | Written by Farrah | Print | Email | Hits: 903

Project: To Build A New Concrete Bridge Along Jalan Klebang Selatan For Development At Klebang Mutiara, Mukim Hulu Kinta, Perak

(Pelan Jalan Dan Perparitan Bagi Cadangan Skim Perumahan Di Atas PT 263955 (HSD226804) Lot Baru 529352, PT 263956 (HSD226805) Lot Baru 529353, Lot 397870 – Lot 397873, Lot 397874 – Lot 397910, Lot 397911 – Lot 397930 Dan Lot 397931 – Lot 397935, Berhampiran Taman Klebang Mutiara, Mukim Hulu Kinta Daerah Kinta, Perak Darul Ridzuan Untuk Tetuan Regat Pusaka Sdn Bhd Dan Nusajaya Kapital Sdn Bhd.)

GPS Location: 4.669774 N; 101.103865 E

Structure Type: Single Spans 24.5m by 10.4m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 7 pieces of DURA® IB850-24.5m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: Mass Fiber Concrete

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

Client: Regat Properties Sdn Bhd

Consultant: Jurutera Perunding Concrete Technology

Contractor: Maltecon Builders Sdn Bhd

Contract Period: 5 Months

Construction Status: Completed       

Beam launching in progress.
Beam launching completed.
Left-in formwork installed.
Soffit view of the bridge.
Completion of in-situ RC decking
Complete RC deck and parapets
Klebang bridge soon will open to traffic.
08
09
10
Beam launching in progress.
01/10 
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LBC Kayan Main Drain for Flood Preventation Project by Dura UHPFRC

Published on Friday, 16 April 2021 13:23 | Written by Farrah | Print | Email | Hits: 920

Project: Upgrading and Flood Prevention Works At LBC Kayan Main Drain, IADA Seberang Perak, Perak Darul Ridzuan

(Kerja-Kerja Menaiktaraf Dan Pencegah Banjir Di LBC Dan Kayan Main Drain, IADA Seberang Perak, Perak Darul Ridzuan)


GPS Location: 4.050330 N; 100.829866 E

Structure Type: Single Spans 34m by 4.5m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 1 pieces of DURA® UBG1250-34m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm x 300mm dia. SQ RC pile (Class B)

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

Client: JPS Malaysia

S.O.: JPS Perak Tengah  

Consultant: Jurutera Perunding Kintareka

Contractor: Excel Ray Engineering Sdn Bhd

Contract Period: 15 Months

Construction Status: Completed       

Project site.
Beam launching using 500t mobile crane.
Single lifting of UBG1250-34m (50t).
Positioning UBG1250-34m.
Beam launching.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Project site.
01/10 
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More Articles...

  1. 25m Single Spans New Bridge in Hulu Perak
  2. Upgrading Agricultural Drainage System using Single Spans Dura UHPFRC
  3. Project for Upgrading Agricultural Drainage System 20m Single Spans Using DURA Bridge in Kelantan
  4. Jebong Bridge 2 in Perak using Single Span of Dura UHPFRC
  5. Jebong Bridge in Perak using Single Span of Dura UHPFRC
  6. 63m New Bridge Build in Kg. Sepah , Johor
  7. DURA 70m Girder Used at Duke , Section 2 Interchange 3 Ramp 3A
  8. DURA Long Span U Girder Used in Duke 3 Section 2 from Pier 21 to Pier 50
  9. Dura U Beams Firstly Used in LLM Project- Duke 3 Section 2
  10. Replacing Jambatan Buloh using UHPFRC Accelerate Bridge Construction (ABC) Method

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