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Dura Technology Sdn Bhd.
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DURA Bridge Girder used at Busy Jalan Leong Boon Swee of Ipoh

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Existing Kampung Paloh Bridge at Jalan Leong Boon Swee, crossing Sungai Kinta of Ipoh.
Existing Kampung Paloh Bridge at Jalan Leong Boon Swee, crossing Sungai Kinta of Ipoh.
Existing Kampung Paloh Bridge at Jalan Leong Boon Swee, crossing Sungai Kinta of Ipoh._2
Existing Kampung Paloh Bridge at Jalan Leong Boon Swee, crossing Sungai Kinta of Ipoh._2
Underneath view of the existing old bridge.
Underneath view of the existing old bridge.
Side view of the existing bridge.
Side view of the existing bridge.
Construction of 300mm diameter micropiles at abutment A.
Construction of 300mm diameter micropiles at abutment A.
Construction of 300mm diameter micropiles at abutment B.
Construction of 300mm diameter micropiles at abutment B.
Partially constructed abutment A ready to reach precast beams.
Partially constructed abutment A ready to reach precast beams.
Installation of PC strands for UBG2000-55m.
Installation of PC strands for UBG2000-55m.
DCIM100MEDIADJI_0102.JPG
Five PT DURA U beams placed behind abutment B and ready for beam launching (230417).
DCIM100MEDIADJI_0097.JPG
Five PT DURA U beams placed behind abutment B and ready for beam launching (230417).
DCIM100MEDIADJI_0105.JPG
Five PT DURA U beams placed behind abutment B and ready for beam launching (230417).
DCIM100MEDIADJI_0005.JPG
Lifting of first U-beam (260417).
DCIM100MEDIADJI_0014.JPG
Beam launching of second U-beam (270417).
DCIM100MEDIADJI_0021.JPG
Transportation of second U-beam for beam launching (270417).
DCIM100MEDIADJI_0018.JPG
Beam launching of second U-beam (270417).
DCIM100MEDIADJI_0159.JPG
Beam launching of second U-beam (270417).
DCIM100MEDIADJI_0142.JPG
Five numbers of DURA UBG2000-55m positioned (290417).
Formwork preparation for in-situ RC deck.
Formwork preparation for in-situ RC deck.
Formwork preparation for in-situ RC deck._2
Formwork preparation for in-situ RC deck._2
Formwork preparation for in-situ RC deck._3
Formwork preparation for in-situ RC deck._3
Formwork preparation for in-situ end diaphragm.
Formwork preparation for in-situ end diaphragm.
First half of the bridge completed and open for traffic.
First half of the bridge completed and open for traffic.
Existing bridge demolished.
Existing bridge demolished.
Unloading of DURA U Beams.
Unloading of DURA U Beams.
Three more UBG2000-55m assembled near site.
Three more UBG2000-55m assembled near site.
DCIM100MEDIADJI_0093.JPG
Second half of the bridge completed.
DCIM100MEDIADJI_0086.JPG
Second half of the bridge completed.
DCIM100MEDIADJI_0103.JPG
New Kg Paloh birdge.
DCIM100MEDIADJI_0110.JPG
Pier-free 55m span bridge.
Completed Kg Paloh bridge.
Completed Kg Paloh bridge.
Completed Kg Paloh bridge._2
Completed Kg Paloh bridge._2
Completed Kg Paloh bridge._3
Completed Kg Paloh bridge._3
Completed Kg Paloh bridge._4
Completed Kg Paloh bridge._4
Completed Kg Paloh bridge._5
Completed Kg Paloh bridge._5
Project Title

Menggantikan Jambatan di Atas Sg. Kinta, Kampung Paloh, Mukim Ipoh, Daerah Kinta, Perak D.R.(To Replace the Existing Bridge Crossing Kinta River, Kampung Paloh, Mukim Ipoh, Kinta District, Perak D.R.)

Project Year

2018

Status

Completed Project

Country

Malaysia

GPS Cordinates

4.590579N, 101.075945 E

Structure Type

Single Span 55m by 25m wide UHPC Composite Bridge System.

Superstructure Feature

10 pieces of DURA® UBG2000-55m

Substructure Feature

2 nos. of cast in-situ RC abutments

Foundation Feature

300mm dia. micropiles

Loading Type

HA + KEL Loading + 45 Units HB Loadings (BD37/01)

Client

Kerajaan Negeri Perak / JKR Perak

Consultant

Perunding Warisan

Contractor

Sanjung Sempurna S/B (G7)

Contract Period

24 months

Construction Status

Completed