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2016 Projects

DURA Light-Weight Bridge System Used in Pos Bawong


Project: To Upgrade Existing 25KM Road From Kampung Bawong to RPS Legap Sungai Siput, Kuala Kangsar, Perak Darul Ridzuan


(Menaiktaraf Jalan sedia ada Sepanjang 25.5km dari Kampung Bawong ke RPS Legap Sungai Siput, Daerah Kuala Kangsar, Perak Darul Ridzuan)
 
GPS Location: Bridge 1 (4.971137N; 101.231065 E); Bridge 2 (4.948118N; 101.261343 E) & Bridge 3 (4.937835N; 101.290351 E)

Structure Type: Single Span 12m long x 10m wide (bridge 1 and bridge 2) and Single Span 20m long x 10m wide (bridge 3) DURA I-beam composite bridge system.

Superstructure Feature: 14 pieces of DURA® IB650-12m & 7 pieces of DURA® IB850-23m

Substructure Feature: 2 nos. of cast in-situ RC abutments per bridge

Foundation Feature: Steel fiber reinforced mass concrete

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

Client: JKR Perak    JKR

Consultant: Pusaka Rundings Sdn Bhd

Contractor: KBE Construction Sdn Bhd

Contract Period: 18 months

Construction Status: Completed
Pos Bawong Bridge 1 site location.
Pos Bawong Bridge 2 site location.
Pos Bawong Bridge 3 site location.
Bridge 1: Unloading of DURA IB650-12m for direct launching (21/03/2016).
Bridge 1: Seven number of DURA beams launched (21/03/2016).
Bridge 1: Seven number of DURA beams launched (21/03/2016).
Completed Bridge 1.
Completed Bridge 1.
Bridge 2: Seven number of DURA IB650-12m positioned.
Completed Bridge 2.
Completed Bridge 2.
Bridge 3: Construction first half of the bridge without fully dismantle the existing bridge.
Bridge 3: Existing bridge serve as temporary bridge.
Bridge 3: Positioning of second half of the beams.
Bridge 3: Unloading precast left-in formwork.
Bridge 3: Three DURA IB850-23m launched.
Bridge 3: Soffit view.
Bridge 3: Elevation view of Bridge 3 crossing a stream.
Pos Bawong Bridge 1 site location.
01/18 
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DURA Segmental T-Beams Used in Mountaineous Terrains


Project
: Menaiktaraf Jalan Dari Jalan Utama Kg Orang Asli Bawong-RPS Legap Ke Pos Perwor, Sungai Siput, Perak D.R. 
 
Nos. of Bridges: 2

GPS Location
: Bridge 1 (5.006644N; 101.241343 E); Bridge 3 (5.016283N; 101.264327 E)

Structure Type: Single Span 30m long x 10m wide DURA Integral Beam-Deck bridge

Superstructure Feature: 7 pieces of DURA® TBG1325-30m per bridge

Substructure Feature: 2 nos. of cast in-situ RC abutments per bridge

Foundation Feature: 300mm micropiles

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

Client: JKR Perak    JKR

Consultant: N/A

Contractor: HS Development Sdn Bhd

Contract Period: 18 months

Construction Status: Completed

Existing steel bridge 1.
Existing steel bridge 3.
Bridge 1: Site Clearing.
Bridge 3: Bar fitting for pile caps.
Bridge 3: Bar fitting for pile caps.
Bridge 1: Unloading beam segment for PT work (05/01/2016).
Bridge 1: Unloading beam segment for PT work (05/01/2016).
Bridge 1: Seven DURA TBG1325-30m assembled and ready for PT work (07/01/2016).
Bridge 3: Two units 25 tonnes used for uploading beam to trucks (17/03/2016).
Bridge 3: Two units 25 tonnes used for uploading beam to trucks (17/03/2016).
Bridge 3: One unit 45 tonnes and 1 unit 25 tonnes cranes used for beam launching (17/03/2016).
Bridge 3: Seven beams fully launched (18/03/2016).
Bridge 3: Seven beams fully launched (18/03/2016).
14
15
Completed Bridge 1.
Completed Bridge 3.
Existing steel bridge 1.
01/17 
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DURA Bridges Used in Flood Mitigation Projects

23
Project
: Flood Mitigation Plan at Bertam Valley Cameron Highlands, Pahang. Project in Widening & Deepening Bertam River & Other Related Works  - Bridge MDCH 1, 2 & 3.

(Rancangan Tebatan Banjir Lembah Bertam Cameron Highlands, Pahang. Project Melebar Dan Mendalamkan Sungai Bertam Dan Kerja-Kerja Berkaitan - Bridge MDCH1, 2 and 3)

Nos. of Bridges: 3

GPS Location
: 4.417252N, 101.397668 E (MDCH Bridge 1); 4.416551N, 101.398419 E (MDCH Bridge 2); 4.416410N, 101.399668 E (MDCH Bridge 3)

Structure Type: Single span 30m long x 10.5m wide DURA composite bridge

Superstructure Feature: 3 pieces of DURA® UBG1250-30.0m per bridge

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm dia. micropiles

Loading Type: Combination of HA + KEL & 30 units HB loadings (BD37/01)

Client: JPS Malaysia    jps

S.O.: JPS Cameron

Consultant: Jurutera Perunding Concrete Technology (Alternative Design)

Contractor: Jutabina Sempurna Sdn Bhd / Maltecon Builder Sdn. Bhd.

Contract Period: 12 months

Construction Status: Completed
Existing Sungai Bertam, Cameron Highland.
Existing bridge of MDCH Bridge 1 site.
MDCH2: Lifting of first end segment of UBG1250 (10/10/2015).
MDCH2: Lifting of second intermediate segment of UBG1250 (10/10/2015).
MDCH2: Two segments aligned on the temporary supports.
MDCH2: A single span UBG1250-30m come with three segments fully assembled (10/10/2015).
MDCH2: Elevation view of a newly assembled UBG1250-30m (10/10/2015).
PT tendon and anchorage plates installed.
Stressing of bottom tendon of UBG1250-30m.
Three U beams post-tensioned and detached from temporary intermediate supports.
Grouting of tendons in progress.
Three U beam PT and hogged.
Three U beams post-tensioned and detached from temporary intermediate supports.
Preparing formwork for RC decking (10/11/2015).
Reinforcement of RC deck (10/11/2015).
In-situ RC deck completed (30/01/2016).
Completed bridge MDCH2.
Completed bridge MDCH3.
Completed Sungai Bertam MDCH bridges.
Completed Sungai Bertam MDCH bridges.
Completed after 1 year.
Completed after 1 year.
Completed after 1 year.
Completed after 1 year.
Completed after 1 year.
Completed after 1 year.
Completed after 1 year.
Existing Sungai Bertam, Cameron Highland.
01/27 
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DURA Technology Used in Jetty Construction in Bum Bum Island, Sabah


Project: Construction of a Concrete Jetty Bridge at Balembang, Bum Bum Island, Semporna, Sabah.

(Pembinaan Jeti Dan Jambatan Konkrit Baru Di Balembang Pulau Bum Bum, Semporna, Sabah.)            

GPS Location: 4.477529 N; 118.627185 E

Structure Type: Approximate 240m long multiple span jetty, build with UHPC Composite Jetty System.

Superstructure Feature: 86 pieces of DURA® IB650-4.9m to 9.9m & 126 pieces of precast deck slab (Grade 60)

Substructure Feature: Combination of 44 nos. precast Grade 60 pier crosshead and in-situ RC pile cap and pre-bored 400mm dia. and 500mm dia. spun pile (Class C)

Client: KKLW    Logo KKLW

S.O.: Setiausaha Bahagian Teknikal

Consultant: Jurutera Perunding Daya S/B

Contractor: Matra Contractor

Contract Period: 12 months

Construction Status: Completed       

Project signboard and detail.
Dragon Inn resort 1.5km from Bum Bum jetty site.
Existing timber jetty 150m from the proposed new jetty site.
Existing timber jetty.
Proposed site for the construction of the 240m long concrete jetty.
Piling work in progress.
Piling work in progress.
Boring of holes for piles in progress.
Boring of holes for piles in progress.
Piling work in progress (14/03/2015).
Piling work in progress (28/03/2015).
Piling work in progress (28/03/2015).
Spun piles have been cut-off to the expected level (10/05/2015).
Spun piles have been cut-off to the expected level (10/05/2015).
Spun piles have been cut-off to the expected level (10/05/2015).
Unloading precast jetty components to smaller barge (30/08/2015).
All precast jetty components unloaded to the installation barge (31/05/2015).
All precast jetty components unloaded to the installation barge (31/05/2015).
A tog boat towing the barge to suitabel location.
Precast jetty components.
Assembling of precast jetty components.
Assembling of precast jetty components.
Assembling of precast jetty components.
Assembling of precast jetty components.
Assembling of precast jetty components.
Assembling of precast jetty components.
Piles at jetty head.
Jetty walk way mostly completed.
Preparation for in-situ concreting for RC column.
Preparation for in-situ concreting for RC column and roof beam (10/10/2015).
Preparation for in-situ concreting for RC pilec ap for jetty head (10/10/2015).
Concreting work in progress for jetty head pile cap (10/10/2015).
Bum Bum Island Jetty almost complete construction.
Bum Bum Island Jetty almost complete construction.
Bum Bum Island Jetty almost complete construction.
Bum Bum Island Jetty almost complete construction.
Bum Bum Island Jetty almost complete construction.
Completed Bum Bum jetty.
Completed Bum Bum jetty.
Completed Bum Bum jetty.
Project signboard and detail.
01/40 
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DURA Bridge Systems Provide Access at Extreme Terrain


Project: To Upgrade Pos Sinderut Road, Dun Jelai, Cameron Highland Parliment, Pahang D.M.


(Menaiktaraf Jalan Pos Sinderut, Dun Jelai, Parlimen Cameron Highland, Pahang Darul Makmur.)

GPS Location: 4.169237 N, 101.585514 E (Bridge 2); 4.168740N, 101.581722 E (Bridge 3); 
                       4.168826 N, 101.618189 E (Bridge 4); 4.152962N, 101.649732 E (Bridge 5);
                       4.141622 N, 101.648723 E (Bridge 6); 4.133348N, 101.650420 E (Bridge 7);
                       4.126586 N, 101.706304 E (Bridge 8); 4.135983N, 101.710117 E (Bridge 9).

Structure Type: Single span 21m long (Bridge 2); single span 25m long (Bridge 3, 8 & 9); single span 12m (Bridge 4 & 5) and single span 16m (Bridge 6 & 7), come with 10m wide in-situ RC deck, using precast DURA light-weight prestressed I-beam composite bridge system.

Superstructure Feature: 7 pieces of DURA IB1000-21m; 14 pieces of DURA IB650-12m; 14 pieces of DURA IB650-16m and 21 pieces of DURA IB1000-25m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm diameter micropile

Loading Type: Full HA+30HB Highway loading

Client: KKLW   Logo KKLW                        S.O.: JKR Raub    JKR

Contractor: Dinslee Sdn Bhd      

Alternative Bridge Designer: Jurutera Perunding Concrete Technology

Contract Period: 24 months

Construction Status: Completed

Project signboard and detail.
unpaved steep mountaineous road.
Aboroginal people settlement.
Existing bridge nos. 3.
Existing bridge nos. 4.
Existing bridge nos. 5.
Existing bridge nos. 6.
Existing bridge nos. 7.
Existing bridge nos. 9.
Bridge 9: Micropile drilling on progress (26/08/2014).
Bridge 9: Micropile drilling on progress (26/08/2014).
12.5m long precast DURA IB1000 segments.
12.5m long precast DURA IB1000 segments.
RC abutments ready for beam launching.
Seven half segment of the beams placed onto the temporary supports and one side of the abutment.
Seven precast DURA IB1000-25m assembled, prior to post-tensioning.
Post-tensioning in progress.
Casting of RC parapet for Bridge 8.
Precast beam ready for launching for bridge 6.
Execution of pile load test at Bridge 4.
Completed Bridge Nos. 9.
Completed Bridge Nos. 8.
Completed Bridge Nos. 7.
Completed Pos Sinderut Bridge 2.
Completed Bridge 2 and 4.
Completed Bridge 3.
Project signboard and detail.
01/26 
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