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Dura U Beams Firstly Used in LLM Project- Duke 3 Section 2


Project: Setiawangsa– Pantai Expressway (SPE) – DUKE Phase 3
(Pier 66 to Pier 72) for Mainline (Section 2– Salak To Pandan)

 (Setiawangsa – Pantai Expressway (SPE) – Duke Fasa 3 (Pier 66 To Pier 72) For Mainline (Section 2 – Salak To Pandan)

GPS Location
: 3.136189 N; 101.720294 E

Structure Type: Triple Span 186m by 16.6m (Avg.) Wide Two Level Composite Bridge System.

Superstructure Feature: 5 pieces of DURA® UBG2500s-55m – 60m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC piers

Foundation Feature: 1.2m Dia. Bored Piles

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

Client: Lembaga Lebuhraya Malaysia (LLM)  Logo Lembaga Lebuhraya Malaysia

S
.O.: Lembaga Lebuhraya Malaysia (LLM)  Logo Lembaga Lebuhraya Malaysia

Consultant: Jurutera Perunding RiZ Sdn Bhd (alternatvie design)

Contractor: Ekovest Construction Sdn Bhd  EKOVESTlogo

Contract Period:

Construction Status: Under Construction

Single Span UHPC Bridge at Ulu Lawin, Perak


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: Under Construction
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).
Sg Lawin.
1/9 
start stop bwd fwd
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Single Span Bridge at Kemuning Machang


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: Under Construction

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.
Proposed new bridge at Kg Kemuning.
01/11 
start stop bwd fwd


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