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2012 Projects

DURA Beam Used As Access Bridge for Oversize Cargo at Westport Malaysia, Port Klang, Selangor

Published on Wednesday, 26 June 2013 12:50 | Written by Dura Technology | Print | Email | Hits: 9649

westport 1

westport 2

Project: Cadangan Pembinaan Dermaga 300m Kedua CT6 dan Jambatan Penghubung di Pembangunan Perlabuhan Barat, Pulau Indah, Pelabuhan Klang, Klang Bandar di Raja Selangor Darul Ehsan untuk Westports Malaysia Sdn Bhd.

Structure Type: 5 spans of 13m long x 22.5m wide & 1 span 13m long x 40.5m wide DURA beam composite RC deck system.

Superstructure Feature: 102 pieces of DURA TBG1000-12.1m

Substructure Feature: 800mm diameter spun piles

Loading Type: Special oversize cargo loading (max payload of 3000 metric tonnes)

Client: Westport Malaysia   logo westport3          Consultant: HSS Engineering 

Contractor: Putra Perdana Construction Sdn Bhd   Putra Perdana Contruction Sdn Bhd

Contract Period: 2 months (supply)

Supply Status: Completed

Westport Site (26/04/2012).
Westport Malaysia wraft construction in progress (26/04/2012).
Driving of 800mm diameter spun piles (26/04/2012).
Existing excess bridge to the wharf.
Casting of pretension DURA TBG1000-12.1m precast beam using G150 ultra-high performance ductile concrete (07/04/2012).
After demould and transfer of prestressing (09/04/2012).
Destructive performance load test (ULS) of TBG1000-12.1m in flexural strength test, at P =1230 kN.
Destructive performance load test (ULS) of TBG1000-12.1m in shear strength test, at P =2140 kN.
Crack pattern of tested beam at flexure strength test (ULS).
DURA beams at stock yard (31/05/2012).
Dura beams uploaded to a truck and ready for transportation.
Lorries parked at Westport and waiting for beam launching (10/06/2012).
Launching of first beam to the first span using a single unit 60 tonnes mobile crane (09/06/2012).
Beam launching on the second span (10/06/2012).
A single unit 160 tonnes mobile crane was used to launched the beams for the second span (10/06/2012).
A portion of the concrete deck was constructed for span 1 and 2 (04/07/2012).
A unit of 160 tonnes crane sitting on the new cast deck (04/07/2012).
Beam launching for the fourth span (04/07/2012).
Four spans with RC decking completed (23/07/2012).
Beam launching for the fifth span (23/07/2012).
Beam launching for the fifth span (23/07/2012).
Piling in progress at the wharf area (03/08/2012).
Five spans RC decking completed (03/08/2012).
Five spans RC decking completed (03/08/2012).
Preparation for the final 6th span for RC deck concreting (03/08/2012).
Completed Bridge25.
A giant crawler crain sit on the newly built bridge.
Bottom soffit view of the 6th span.
Another view of the completed 6 spans UHPdC composite bridge.
Bridge 25 (10/01/2013).
Bridge 25 (10/01/2013).
Bridge 25 (10/01/2013).
Bridge 25 (10/01/2013).
Bridge 25 (10/01/2013).
Bridge 25 (10/01/2013).
After 1 year since completion (26/06/2013)
After 1 year since completion (26/06/2013)
After 1 year since completion (26/06/2013)
Westport Site (26/04/2012).
01/38 
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New Bridge for the Villagers at Kampung Beng, Lenggong, Perak

Published on Tuesday, 17 July 2012 14:38 | Written by Dura Technology | Print | Email | Hits: 6465

Project: Kerja-Kerja Membina Jambatan Baru di Kampung Beng, Lenggong, Perak. D.R.

Structure Type: Single span 12m long by 3.5m wide UHPdC integral beam-deck system

Superstructure Feature: 2 pieces of DURA® TBG1325-12m and 12 pieces DURA® SRWS2520

Substructure Feature: Pad footing

Loading Type: Full HA+30HB loading (BD37/01)

Client: JKR Perak   JKR

Consultant: Dura Technology Sdn Bhd (in-house design)

Contractor: Salmaju Enterprise (Class E)                 

Contract Period: 2 months

Contruction Period: 3 months

Construction Status: Completed

Original site.
Abutment constructed.
Abutment constructed, ready for beam launching.
DURA L-shaped retaining walls used as slope protection.
A road ramp to the bridge.
Unloading of precast Dura double T beam using a single 25 tonnes crane.
Unloading of precast Dura double T beam.
Complete set of bridge-deck successfully launched onto the abutments using two units of 25 tonnes crane.
Railing installed.
Completed bridge.
Original site.
01/10 
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DURA Long & Shallow Pedestrian Bridge Crossing Jalan Raja Dihilir, Ipoh, Perak.

Published on Sunday, 01 July 2012 10:45 | Written by Dura Technology | Print | Email | Hits: 9196

Project: To Construct a Pedestrian Bridge in front of Taayah Girl School, Jalan Raja Dihilir, Ipoh, Kinta District, Perak D.R.

(Pembinaan Jejantas Perjalan Kaki Di Hadapan Sekolah Raja Perempuan Taayah, Ipoh, Perak D.R.)

Structure Type: Single span 40m x 2.5m DURA integral beam-deck system.

Superstructure Feature: 2 pieces of DURA® TBG1325-40m

Substructure Feature: 200mm square RC pile

Loading Type: 5 kPa Pedestrian load & 2 kPa SIDL (BD37/01), 80mile/hr wind speed

Client: JKR Kinta (Perak)   JKR

Consultant: Dura Technology Sdn Bhd (in-house design)

Contractor: Naza Teguh Enterprise (Class E)

Contract Period: 4 months

Construction Status: Completed

Sekolah Raja Perempuan Taayah.
Project sign board.
Piling work in progress.
Delivery of Dura beam segments using low loader truck.
Lifting of Dura beam segment using a single unit 45 tonnes crane.
Two pieces of DURA TBG1325-40m have been assembled near job site (18/07/2012).
Two pieces of DURA TBG1325-40m have been post-tensioned (24/07/2012).
Two main RC columns.
Jointing ready for stitching (24/08/2012).
Portable mixer used at job site to produce UHPdC for stitching (24/08/2012).
Feeding steel fiber using vibrator platform and conveyor belt.
Mixing of UHPdC using portable mixer (24/08/2012).
Two major RC piers for the pedestrian girder were constructed.
RC piers constructed.
RC piers constructed.
Beam launching using a unit of 880T crane.
40m single span DURA double Tee girder span over a 4 lanes busy road.
Installing precast staircase using single unit 45 tonnes crane (05/10/2012).
Staircase installation completed.
Staircase installation completed.
Railing installation (28/10/2012).
Railing & roofing frame installation (03/11/2012).
Completed.
After completion (18/11/2012).
Sekolah Raja Perempuan Taayah.
01/24 
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Light-weight & Durable DURA Bridge For Villagers of Ulu Chemor, Perak.

Published on Wednesday, 29 February 2012 12:54 | Written by Dura Technology | Print | Email | Hits: 6530

Project: Membina Jambatan Konkrit Untuk Menggantikan Jambatan Bailey & Kerja-Kerja Berkaitan di Kg. Baru, Ulu Chemor, Daerah Kinta, Perak D.R.

Structure Type: Single span 30m long by 3.5m wide (MTB-R1) UHPdC integral beam-deck system.

Superstructure Feature: 2 pieces of DURA® TBG1325-29.5m

Substructure Feature: 200mm square RC piles

Loading Type: Full HA+30HB loading (BD37/01)

Client: JKR Perak   JKR

Consultant: Dura Technology Sdn Bhd (in-house design)

Contractor: Anjung Kenari (Class E)

Contract Period: 2 months

Construction Period: 3 months

Construction Status: Completed

Access road of Kg Baru, Ulu Chemor.
Existing bailey bridge.
Existing bailey bridge crossing a small river.
Condition of the bailey is not well.
RC piles were used as foundation support for the new bridge.
A single unit of 275 tonnes capacity mobile crane use to lift the precast beam.
Launching of beam 1 to the RC abutments.
Launching of beam 2.
Jointing ready for stitching.
Newly completed single span 30m Kg Baru Bridge.
Newly completed single span 30m Kg Baru Bridge.
Newly completed single span 30m Kg Baru Bridge.
Newly completed single span 30m Kg Baru Bridge.
After 3 months (07/10/2012).
After 3 months (07/10/2012).
After 3 months (07/10/2012).
After 15 months (10/10/2013).
Access road of Kg Baru, Ulu Chemor.
01/17 
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DURA Bridge Provide Crossing to Indigeneous People at Ulu Kinta, Kinta District, Perak.

Published on Thursday, 05 January 2012 12:47 | Written by Dura Technology | Print | Email | Hits: 6584

ulu kinta panaroma

Project: To Construct a New Concrete Bridge with the Replacement of a Bailey Bridge and Other Associated Works at Kampung Ulu Kinta, Kinta District, Perak D.R.

(Membina Jambatan Konkrit Untuk Menggantikan Jambatan Bailey & Kerja-Kerja Berkaitan Di Kg. Ulu Kinta, Daerah Kinta, Perak D.R.)

Structure Type: Single span 32m long by 3.5m wide (MTB-R1) UHPdC integral beam-deck system.

Superstructure Feature: 2 pieces of DURA® TBG1325-32m

Substructure Feature: Pad Footing

Loading Type: Full HA+30HB loading (BD37/01)

Client: JKR Perak   JKR

Consultant: Dura Technology Sdn Bhd (in-house design)

Contractor: Afdzal Yamin Enterprise (Class E)

Contract Period: 2 months

Construction Period: 4 months

Construction Status: Completed

Existing steel bailey bridge at Ulu Kinta Site.
Existing steel bailey bridge at Ulu Kinta Site.
Abutments completed (11/08/2012).
Bridge site near Sultan Azlan Shah Dam.
Bridge site near Sultan Azlan Shah Dam.
Site is ready for beam launching.
Low loader transporting beams into the job site through a narrow access (11/08/2012)
First two segments arrived to job site (11/08/2012).
First two segments unloaded using a single 45 tonnes capacity mobile crane.
Lifting of last segment.
Two DURA beams nicely assembled off site and ready for post-tensioning.
Completion of post-tensioning work on two Dura beams (15/08/2012).
Crane operator getting ready for beam launching (02/09/2012)
Lifting of TBG1325-32m using a single unit 275 tonnes mobile crane.
Two DURA beams nicely seat on the abutments (02/09/2012)
Elevation view.
Bottom soffit view.
GI railing installed (06/10/2012).
GI railing installed (06/10/2012).
Road sealed.
Road Guard rail installed (10/12/12).
Completed Ulu Kinta bridge.
After 1 year.
After 1 year.
After 1 year.
Existing steel bailey bridge at Ulu Kinta Site.
01/25 
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