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2015 Projects

DURA Bridge First Entry to Kelantan


Project
: Menaiktaraf Jalan Dari Kok Lanas Ke Sek. Banggol Saman Ke Sek. Danang, Kereteh, Pasir Putih, Kelantan. Fasa 2. (Bridge 1)

GPS Location: 5.920296N, 102.28407E

Structure Type: Single span 25m long x 12m wide DURA composite bridge.

Superstructure Feature: 2 pieces of DURA UBG1750-25m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 500mm dia. PC Spun Pile (Grade80, Class B)

Loading Type: Full HA + KEL & 45 units HB loadings

Client: KKLW    Logo KKLW

Consultant: M Zah Perunding

Contractor: Jemmings Sdn Bhd

Contract Period: 24 months

Status: Completed

Access road to the proposed bridge site.
Kok Lanas bridge 1 site.
Concreting of substructure.
Concreting of substructure.
2 pieces of DURA UBG1750-25m arrived at site.
2 pieces of DURA UBG1750-25m arrived at site.
Post tensioning is done on 25m Dura UBG 1750 at site.
Partially complete abutment is ready for beam launching.
Concreting in-situ RC deck.
RC deck continuous with abutments.
Abutment and wingwall.
Installation of precast parapet.
Installation of precast parapet.
Parapet constructed.
Access road to the proposed bridge site.
01/14 
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DURA Bridge Technology Used at Remotest Part of Sabah


Project
: Cadangan Kerja-kerja Membina dan Menyiapkan Jalan Masuk Dari Kg. Kapitangan ke Kg. Dogoton, Pulau Banggi, Daerah Kudat, Sabah.

GPS Location: 7.324N; 117.132E (Bridge 3); 7.327N; 117.133E (Bridge 4)

Structure Type: Single span 24m long x 5.1m wide (Bridge 3) and single span 30m long x 5.1m wide (Bridge 4) using DURA integral beam-deck system

Superstructure Feature: 3 pieces of DURA TBG1325-24m and3 pieces of DURA TBG1325-30m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm square RC pile

Loading Type: Full HA+30HB Highway loading

Client: KKLW    Logo KKLW            

Consultant: Jurutera Perunding Concrete Technology

Contractor: Felcra-Bina Sdn Bhd

Contract Period: 12 months

Construction Status: Completed
Pulau Banggi, Kudat District of Sabah state.
Entrane of Sk. Kapitangan.
The school was powered by solar power technology which was the project scheme undetook by KKLW.
The site visit was lead by the Secretary of KKLW (Technical Division ), Ir. Tuan Haji Razani bin Ab Lazid.
A 75m long steel composite bridge recently built.
Project Signboard at Bridge 3.
Piling in progress (06/08/2014).
Piling in progress (06/08/2014).
Prepartion of steel reinforcement (06/08/2014).
All DURA TBG segments are ready to be transported to Sabah (12/09/2014).
Loading bridge segment into a 40 footer container (11/10/2014).
A 6m length end segment of the T beam loaded into a container (11/10/2014).
Arrival of 40ft container to Kota Kinabalu port.
Uploading T-beam segments onto a 150ft long scout, which is ready to be tugged to Pulau Banggi.
At Puala Banggi, unloading segments using all-terrain crane.
At Puala Banggi, unloading segments using all-terrain crane.
All beam segments transported to bridge sites.
Assembly of bridge segments (Bridge 4).
Assembly of bridge segments (Bridge 4).
Bridge 4 fully assembled.
Bridge 3 fully assembled.
Prestressing strands and anchorage accessories all installed (Bridge 4).
Post-tensioning work in progress.
Bridge 4 beams post-tensioned.
Bridge 4 beams post-tensioned.
Bridge 3 beams post-tensioned.
RC parapet casted.
Pulau Banggi, Kudat District of Sabah state.
01/27 
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A Sustainable Bridge Solution Crossing Sg Batang Padang for Kg Merdeka, Teluk Intan.

Project: To Construct a New Road Bridge at Kampung Merdeka Crossing Batang Padang River, Hilir Perak District, Perak Darul Ridzuan.
(Membina Jambatan Baru Kampung Merdeka Di Sungai Batang Padang, Daerah Hilir Perak, Perak Darul Ridzuan)

GPS Location: 4.01790N, 101.08720E

Structure Type: Single span 59m x 4.8m wide UHPC composite bridge

Superstructure Feature: 1 piece of DURA® UBG2000-57.5m

Substructure Feature: 450mm diameter spun-pile (drive to est. length of 36m)

Client: Kerajaan Negeri Perak D.R.

S.O.: JKR Hilir Perak    JKR

Consultant: Concrete Technology Sdn Bhd

Contractor: Ziz Majubina Sdn Bhd (CIDB G4)

Contract Period: 12 months

Construction Status: Completed

Kampung Merdeka.
Existing timber acess crossing Sg Batang Padang.
Sg Batang Padang during rain season.
Existing timber bridge washed away by river current.
Site clearing in progress (11/04/2014).
Abutment A (22/07/2014).
Assembling and launching of UBG2000 segments (20/03/2015)
Assembling and launching of UBG2000 segments (20/03/2015)
UBG2000-57.5m fully assembled (21/03/2015).
Post-tensiong work in progress (28/03/2015).
Dura segmental beam detached from the temporary support after PT (28/03/2015).
Installation of anchorage guides for 2nd stage external post-tensioning (27/02/2015).
Installation of HDPE pipe for 2nd stage external post-tensioning (27/02/2015).
Installation of timber formwork for abutment/wingwall (05/04/2015).
Installation of timber formwork for abutment/wingwall (05/04/2015).
Concreting of RC deck in progress (12/05/2015).
RC deck completed (18/05/2015).
A single span 59m long Kg Merdeka Bridge soon will be completed (28/05/2015).
Completed Kg Merdeka Bridge crossing Sungai Batang Padang.
Kampung Merdeka.
01/19 
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New Bridge For Residents of Kg Banir, Tapah, Perak.


Project
: To Construct Road from Kampung Banir to Access 1, Batang Padang District, Perak D.R. 

(Membina Jalan Dari Kampung Banir Ke Laluan 1, Daerah Batang Padang, Perak D.R.)

Structure Type: Single span 29m long x 13.9m wide (R5) UHPDC integral beam-deck system.

Superstructure Feature: 9 pieces of DURA TBG1325-29m

Substructure Feature: 600mm diameter bored piles

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

Client: JKR Perak   JKR          Consultant: Perunding HJRS Sdn Bhd   hjrs

Contractor: F & C Communication S/B (Class A)

Contract Period: 24 months

Status: Completed

Project signboard and detail.
Existing old bridge.
Existing old bridge.
Bored piling construction in progress (20/06/2013).
Steel reinforcement for bore piles.
Unloading Dura beam to site (15/11/2013).
Nine beams unloaded to site (16/11/2013).
Strands installed for the precast T beams (25/04/2015).
Stressing of precast DURA beams in progress (15/01/2015).
Stressing of precast DURA beams in progress (15/01/2015).
Beam launching day (21/04/2015).
Lifting of DURA TBG1325-29m using two units 20 tons mobile cranes (21/04/2015).
Transporting beam to bridge site.
Lift of DURA TBG1325-29m using two units 45 tons mobile cranes.
Launching of last beam (22/04/2015).
9 nos. of TBG1325-29m launched and seated on abutments.
Soffit view of the newly launched beams.
Preparation of formwork for joint stitching work (12/05/2015).
A portable UHPC mixer is used to produce in-situ UHPC.
Measuring tape is used to ensure the T16 reinforcement has sufficient lapping length.
Placing of UHPC into the joint (14/05/2015).
UHPC placed at the joint formworks (14/05/2015).
A layer of plastic is sued to cover the freshly cast stitching joint (14/05/2015).
The completed Kg Banir Bridge (16/06/2015).
The completed Kg Banir Bridge (16/06/2015).
The completed Kg Banir Bridge (16/06/2015).
Project signboard and detail.
01/26 
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