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2018 Projects

Replacement Bridge at Main Road to Kg. Pahat using Single Span UHPFRC

Published on Thursday, 13 September 2018 16:05 | Written by DTSB | Print | Email | Hits: 1765

Project   : To Replace Bridge at Main Road to Kg. Pahat, Daerah Hulu Perak, Gerik, Perak.

 
(Membaikpulih Jambatan Jalan Utama Kg.Pahat, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan )

 
GPS Location: 5.4949310 N; 101.1214160 E

Structure Type: Single Span UHPFRC Composite In-Situ Deck Bridge System : 12m x 4m wide.

Superstructure Feature: 3 pieces of DURA® IB650-12m with Cast In-Situ Grade40 RC Deck.

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

Foundation Feature: 200mm x 200mm Square RC pile.

Loading Type: HA+KEL or 30 units HB loadings

Client: Jabatan Tanah Gerik

S.O.: Jabatan Tanah Gerik

Consultant: JPCT

Contractor: SADAN WORKS ENTERPRISE

Contract Period: 3 Months

Construction Status: Completed        

Driving of RC piles.
PDA test.
Completion on driving of RC pile at one abutment.
Construction of pile cap.
Pile cap concreted.
Unload beams.
Beam launching.
Three I-beams positioned.
Installation of left-in formwork.
Beam and formwork fully installed.
Installation of RC deck reo and formworks.
Completed Kg Pahat Bridge.
Completed Kg Pahat Bridge.
Driving of RC piles.
01/13 
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Dura UHPC Single Span Kg. Pahit, Gerik

Published on Wednesday, 05 September 2018 12:01 | Written by DTSB | Print | Email | Hits: 2049

Project   : To Replace Bridge at Main Road to Kg. Pahit, Daerah Hulu Perak, Gerik, Perak.

(Membaikpulih Jambatan Jalan Utama Kg.Pahit, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan )

GPS Location: 5.585917 N; 101.057400 E

Structure Type: Single Span UHPC Beam Composite In Situ Deck Bridge System : 12m x 4m wide.

Superstructure Feature: 3 pieces of DURA® IBeam650-12m with Cast In-Situ RC Deck.

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

Foundation Feature: 200mm x 200mm RC pile.

Loading Type: HA+KEL or 30 units HB loadings

Client: Jabatan Tanah Gerik

S.O.: Jabatan Tanah Gerik

Consultant: JPCT

Contractor: MAINTENANCE N FAR

Contract Period: 3 Months

Construction Status: Under Construction
Driving of RC piles
Construction of abutments
Beam launching in progress (190918).
Third beam positioned.
Completion of beam launching (190918).
Placement of left-in formwork.
Apporach road constructed (021018).
Kg Pahit bridge (021018).
Completed Kg Pahit bridge.
Completed Kg Pahit bridge.
Completed Kg Pahit bridge.
Completed Kg Pahit bridge.
Completed Kg Pahit bridge.
Driving of RC piles
01/13 
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Single Span UHPC Bridge at Ulu Lawin, Perak

Published on Tuesday, 29 May 2018 11:42 | Written by DTSB | Print | Email | Hits: 1998

Project: To Construct Bridge at Ulu Lawin, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan.

 (Membina Jambatan Ulu Lawin, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan).

 GPS Location: 5.300921 N; 101.052175 E 

Structure Type: Single Span UHPC Beam Composite In Situ Deck Bridge System : 18m x 4m wide.

Superstructure Feature: 3 piece of DURA® IB650-18m with Cast In-Situ RC Deck

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

Foundation Feature: 200mm x 200mm RC pile.

Loading Type: HA+KEL or 30 units HB loadings

Client: Pejabat Daerah Dan Tanah, Hulu Perak, Gerik Perak

S.O.: Jurutera Daerah , JKR Daerah Perak JKR

Consultant: Jurutera Perunding Concrete Technology

Contractor: FD Construction and Supplier

Contract Period: : 3 Months

Construction Status: Completed
Sg Lawin.
RC square pile used as foundation.
RC piles installed.
Construction of RC abutments.
Abutments done and ready for beam launching.
Transportation of Dura I-beam to site and ready for beam launching (110618).
Three I-beams launched on to abutments.
Installation of left-in formwork onto DURA I-beams.
Construction of In-situ RC decking (060918).
Completion of Ulu Lawin bridge(021018).
Completion of Ulu Lawin bridge(021018).
Completion of Ulu Lawin bridge(021018).
Completion of Ulu Lawin bridge(021018).
Completion of Ulu Lawin bridge(021018).
Sg Lawin.
01/14 
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Single Span Bridge at Kemuning Machang

Published on Monday, 28 May 2018 12:10 | Written by DTSB | Print | Email | Hits: 2260

Project: To Construct Bridge at Kg. Kemuning, Machang, Kelantan.

(Projek Membina Jambatan Dari Kg Kemuning Ke Pangkal Kuang, Kemuning, Machang, Kelantan)

GPS Location: 5.751480 N; 102.2061310E

Structure Type: Single Span 23m by 4m Wide Composite Bridge System.

Superstructure Feature: 3 piece of DURA® IB850-23m with Cast In-Situ RC Deck

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

Foundation Feature: 200mm Sq RC Pile. 

Loading Type: Combination HA + 30HB Unit
 
Client: Kementerian Kemajuan Luar Bandar & Wilayah  Logo KKLW

S.O.: Kementerian Kemajuan Luar Bandar & Wilayah  Logo KKLW

Consultant: MZMS Consultant

Contractor: JLE Jalinan Ilham Enterprise

Contract Period: 3 Months

Construction Status: Completed 

Proposed new bridge at Kg Kemuning.
Construction of RC abutments at river bank.
Construction of RC abutments.
Transportation of three number of DURA IB650-23m using low loader.
Reversing beam for beam launching.
45 tonnes capacity mobile crane used for beam launching.
Lifting of beam 1.
Positioning beam 2.
Lifting of last beam.
Placing left-in formworks.
All left-in formworks positioned.
Completed bridge.
Completed bridge.
Completed bridge.
Proposed new bridge at Kg Kemuning.
01/14 
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Single Span UHPFRC Bridge for (Bridge 2) Bukit Gambir, Ledang Johor.

Published on Tuesday, 14 November 2017 11:21 | Written by DTSB | Print | Email | Hits: 2376

Project   : To Change a Narrow and Old bridge at KM 1.9, 3.3, 4.9 and 7.4 Jalan Sengkang, Bukit Gambir (J143), Ledang Johor, Johor Darul Takzim (Bridge 2).

(Cadangan Menggantikan Jambatan Sempit Di KM 1.9, 3.3, 4.9 Dan 7.4 Jalan Sengkang, Bukit Gambir (J143), Ledang Johor, Johor Darul Takzim)
 
GPS Location: 2.2421633 N; 102.6667053 E (Bridge 2)

Structure Type: Single Span UHPC I Beam Composite In Situ Deck Bridge System: 18m x 12.5m wide.

Superstructure Feature: 9 pieces of DURA® IBeam650-18m

Substructure Feature: 2 nos. of cast in-situ RC abutments and 2 nos. of cast in-situ RC piers.

Foundation Feature: 450mm dia. Spun pile (Class B)

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

Client: JKR Johor  JKR              S.O.: JKR  JKR

Consultant: Perunding Sejati Sdn Bhd

Contractor: Golden Kluang Sdn. Bhd.

Contract Period: 12 months

Construction Status: Completed        

600mm dia, spun piles used as foundation.
600mm dia, spun piles used.
Construction if abutments.
Bridge site.
Construction of abutments.
Abutment A.
Beam launching in progress using mibile cranes (231217).
Positiong of precast beams on the abutments (231217).
Lifting of 5th beams using two units of 20 tonnes mobile crane (231217).
All Dura IB650-18m are launched in position (231217).
Completed Bukit Gambir bridge 2.
Completed Bukit Gambir bridge 2.
Completed Bukit Gambir bridge 2.
Completed Bukit Gambir bridge 2.
Completed Bukit Gambir bridge 2.
Completed Bukit Gambir bridge 2.
Completed Bukit Gambir bridge 2.
600mm dia, spun piles used as foundation.
01/17 
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