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2013 Projects

New Bridge for Kg Malau, Hulu Perak.

malau panaroma

Project: To Construct a Concrete Bridge at Kampung Malau, Lawin, Hulu Perak District, Perak D.R.
             
(Membina Jambatan Kampung Malau, Daerah Hulu Perak, 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+30 units HB loading (BD37/01)

Client: JKR Hulu Perak (Perak)   JKR          Consultant: Dura Technology Sdn Bhd (in-house design)

Contractor: Ziz Majubina Sdn Bhd

Contract Period: 4 months  

Status: Completed

A narrow access road toward the collapse old bridge.
Collapse RC pylons.
Collpase RC pylon at other side of the bridge.
Bridge was wash-away by a severe flood early this year (2012).
Mr Zaina from JKR Hulu Perak giving briefing to participated contractors during the side visit and open tendering day (04/10/2012).
Manufacturing of the first UHPdC bridge girder (13/12/12).
Transportation of DURA T beams using low loader (22/12/2012).
Unloading beam 1.
Unloading beam 2.
Two beams assembled near job site (22/12/2012).
Driving of RC pile in progress (12/02/2013).
Abutments ready for concreting (30/03/2013).
Abutments ready for beam launching (24/05/2013).
Upload prestress beam onto truck (27/05/2013).
First beam launched.
First beam launched.
Two beams launched and ready for stitiching.
Completion of in-situ UHPDC joint.
Pierless Kg bridge at Kg. Malau.
Kg Malau bridge almost complete construction (18/06/2013).
Compacting crusher run (22/06/2013).
Wearing surface laid (23/06/2013).
After half year (22/12/2013).
A narrow access road toward the collapse old bridge.
01/23 
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Flashflood Washaway Kampung Bermin Bridge, Tapah, Perak.

Bermin panaroma 2

panaroma 1

Project: To Repair & Rehabilitate Kampung Bermin Bridge at Jalan Pahang, Tapah, Batang Padan District, Perak D.R.

            
(Membaikpulih Jambatan Kampung Bermin, Jalan Pahang, Tapah, Daerah Batang Padang, Perak D.R.)

Structure Type: Single span 42m x 4.0m UHPdC composite bridge (MTB-R1).

Superstructure Feature: 1 pieces of DURA® UBG1750-42m topped with 150mm thk RC deck

Substructure Feature: 300mm square RC pile

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

Client: JKR Batang Padang (Perak)   JKR          Consultant: Dura Technology Sdn Bhd (in-house design)

Contractor: Gemilang Aisy Sdn Bhd (Class D)

Contract Period: 4 months

Status: Completed

Existing bridge wash away by flash flood eary this year.
Proposed job site.
Proposed job site.
Project information.
Preparation of temporary access road (04/12/2012).
Preparation of temporary access road (04/12/2012).
Preparation of temporary access road (04/12/2012).
Transportation of DURA U-beam segments (14/12/2012).
Unloading beam segments to site (15/12/2012).
Unloading beam segments to site (15/12/2012).
Pier ready to received precast beam (24/01/2013).
Both abutment and pier are ready.
Assembly first end segment of the beam (07/03/2013).
Post-tensioning of UBG1750-42m in progress (21/03/2013)
Inside view of the precast beam.
Completion of PT work (21/03/2013).
Fitting reinforcement for deck slab (30/03/2013).
First half of the in-situ deck slab completed (06/04/2013).
Completion of RC deck slab (15/04/2013).
Completion of wearing coarse (20/04/2013).
Completed Kg Bermin bridge.
Completed Kg Bermin bridge.
Completed Kg Bermin bridge.
Completed Kg Bermin bridge.
After half year (15/10/2013).
After half year (15/10/2013).
After half year (15/10/2013).
After half year (15/10/2013).
After half year (15/10/2013).
Existing bridge wash away by flash flood eary this year.
01/29 
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Perak First Multi-Span DURA Bridge, Lenggong, Perak

panaroma final

Project:
Naiktaraf Jalan & Jambantan di Sg. Nerok, Kota Tampan Air (Muaran), Jalan Lenggong, Gerik, Hulu Perak, Perak D.R.

(To Upgrade the Road and Bridge at Sungai Nerok, Kota tampan Air (Muaran), Jalan Lenggong, Gerik, Hulu Perak District, Perak D.R.)

Structure Type: Three spans 30m long by 15m wide UHPdC integral beam-deck system crossing Sg. Nerok. (Total 90m long)

Superstructure Feature: 30 pieces of DURA® TBG1325-29.5m and 36 pieces DURA® SRWS2520

Substructure Feature:  600mm diameter spun piles

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

Client: JKR Perak   JKR         
Consultant: Jurutera Perunding Warisan / TS Yee & Associate          Warisan logo   TS Yee logo

Contractor: Shazeme Enterprise

Contract Period: 18 months

Status: Completed

Original site, Tasek Rapan a peaceful country side which full of Malaysia flavour.
Project sign board.
Original bailey bridge crossing the river, badly rusted after decades in service.
Poor condition of existing bridge.
Repair and replacement of new timber decking in every 2 years.
Piling work in progress.
Post-tensiong of Dura bridge beams in progressed.
Uploading TBG1325-29.5 beam to the pole trailer (25/09/2012).
Fasterning the beam.
A unit 160 tonnes crane used for unloading of beams.
Arrival of DURA beams to the job site (26/09/2012).
Arrival of pole trailer to the storage yard (26/09/2012).
Unloading beam.
Storage yard of the beams.
Substructures (24/05/2013).
The intermediate span (28/08/2013).
Completion of beam launching for intermediate span (28/08/2013).
Completion of beam launching for 2nd span (30/08/2013).
External span at abutment B (30/08/2013)
Launching of third span at abutment A (31/08/2013).
Completion of beam launching for 3rd span (31/08/2013).
Stitching of joint (11/09/2013).
Completiong of stitching work (28/10/2013).
Completiong of stitching work (28/10/2013).
Completion of RC parapet (27/11/2013).
Completion of RC parapet (27/11/2013).
Completion of bridge work (06/12/2013).
Premix laid (14/12/2013).
Sg Nerok Bridge (06/02/2014).
Sg Nerok Bridge (06/02/2014).
Sg Nerok Bridge (06/02/2014).
Original site, Tasek Rapan a peaceful country side which full of Malaysia flavour.
01/31 
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Malaysia 2nd UHPdC Motorway Composite Bridge, Jelebu, Negeri Sembilan D.K.

panaroma titi

Project
: To Replace an Old Bridge at No.32/08/00, Jalan Kuala Klawang - Titi (N32) Town, Jelebu District, Negeri Sembilan.

(Projeck Menggantikan Jambatan No.32/08/00 Jalan Kuala Klawang – Pekan Titi (N32), Jelebu, Negeri Sembilan.)

Structure Type: 50m long by 11m wide composite bridge (R3) crossing Sg. Gemila.

Superstructure Feature: 3 pieces of DURA® UBG1750-50m topped with 200mm thk in-situ RC deck

Substructure Feature: 300mm diameter micropile

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

Client: JKR Negeri Sembilan  JKR          Consultant: YRA Perunding   YRA perunding

Contractor: Teratak Aeden (JK) Development Sdn Bhd (Class B)

Commence Date: 15/03/2012                Completion Date: 13/03/2013

Contract Period: 12 months

Status: Completed
 

Project sign board located near job site.
Original site with a 100 years old bridge of Pekan Titi, Jelebu (26/04/2011).
Original bridge consists of multiple columns in the waterway.
Bottom view of the old bridge.
Bursting reinforcement of first end block of Dura UBG1750-50m.
End block of first Dura UBG1750-50m precast beam.
Load proof test of the anchorage zones.
The end-blocks were post-tensioned to its full design jacking force.
Micropiling machine at job site (15/05/2012).
Static loadproof test of micropile at abutment B (04/08/2012).
Match casting of UBG1750 segment (12/08/2012).
Inspection and painting of a UBG1750 segment.
Transportation of UBG1750 segments to bridge site (28/08/2012).
Unloading first segment.
Unloading second segment.
Two DURA U beams aligned (11/09/2012).
Construction of pile cap for abutment B (01/10/2012).
1st DURA UBG1750-50m beam placed the road side.
2nd and 3rd UBG1750-50m beams placed at the road side.
Post tensoning work in progress (02/10/2012).
Stressing of 1st bottom 27K15 tendon.
Inside view of the two U-beams.
RC abutments completion and ready for beam launching (06/12/2012).
Steel transfer girder at sites (06/12/2012).
Transportation of Dura U-beam to bridge site for beam launching (11/12/2012).
Lifting of beam using two units mobile cranes.
Completion of beam launching (11/12/2012).
Bottom view of the bridge.
Bottom view of the bridge.
Preparation of timber formwork for RC decking.
Steel reinforcement for bridge deck slab (29/12/2012).
Concreting of first portion of the RC deck in progress (29/12/2012).
Concreting of first portion of the RC deck in progress (29/12/2012).
Concreting of RC deck (29/12/2012).
Concreting of RC deck (29/12/2012).
Parapet Reo and downpipe.
Second portion of the deck/slab constructed.
Fixing reo. For the final portion of the bridge deck (08/01/2013).
Grouting of the top tendons (08/01/2013).
Completion of RC deck-slab (15/02/2013).
Completed Titi bridge (15/03/2013).
Wearing coarse (05/04/2013).
Completed Titi bridge (07/04/2013).
Completed Titi bridge (07/04/2013).
Completed Titi bridge (07/04/2013).
After half year (26/10/2013).
After half year (26/10/2013).
After half year (26/10/2013).
After half year (26/10/2013).
After half year (26/10/2013).
Project sign board located near job site.
01/50 
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A Simple Contribution For A Local Busy Road, Ipoh, Perak.

Project:  A Proposal to Replace an Existing Box Culverts at Sungai Guntong of Jalan Lahat for Majlis Bandaraya Ipoh, Ipoh, Perak D.R.

(Cadangan Menggantikan Kelubong Sediada Yang Merentangi Sungai Guntong Di Jalan Lahat, Ipoh, Untuk Majlis Bandaraya Ipoh, Ipoh, Perak D.R.)

Structure Type: Single span 20m x 20m wide UHPdC integral beam-deck system.

Superstructure Feature: 13 pieces of DURA® TBG875-20m

Substructure Feature: 600mm diameter spun piles

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

Client: Majlis Bandaraya Ipoh   MPI          Consultant: TS Yee & Associate   TS Yee logo

Contractor: Unipoh Construction Sdn Bhd

Construction Status: Completed

Hacking of existing dual-cell culvert (16/06/10).
Original site.
Mould preparation for DURA TBG875-20m.
No Shear reinforcement in any part of the precast beam.
Concreting Dura beam (29/09/10)
Mock up assembly of Dura TBG875 beams.
Dura beams at factory ready for delivery.
Main water pipe diversion completed.
Piling work in progress (10/08/2012).
Completion of RC abutments (03/01/2013).
Beam launching using a 120t mobile crane (19/01/2013).
Beam lauching completed within a day.
Completion of bridge structure.
Sg Guntong bridge open to traffic (01/10/2013).
Sg Guntong bridge open to traffic (01/10/2013).
Sg Guntong bridge open to traffic (01/10/2013).
Sg Guntong bridge open to traffic (01/10/2013).
Hacking of existing dual-cell culvert (16/06/10).
01/17 
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