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2018 Projects

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: 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


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.


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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Single Span UHPC Bridge used at Bukit Gambir (Bridge 1) , Johor


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.


(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: 2.2312473 N; 102.6607008 E (Bridge 1)

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: 300mm dia. Spun pile (Class B)

Loading Type: HA + 45 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        

Demolition and site clearing work.
Piling of 60mm spun pile.
Bridge site.
Piling work completed.
Abutments (221217).
Plint seating and dowel bars are ready (221217).
Lifting of beams using two mobule cranes 220118).
Two beams positioned.
Four beams positioned.
Positioning 6th beams.
Positioning 7th beams.
All 9 beams launched within 2 hours.
All beams launched.
Completed Bukit Gambir bridge 1.
Completed Bukit Gambir bridge 1.
Completed Bukit Gambir bridge 1.
Completed Bukit Gambir bridge 1.
Completed Bukit Gambir bridge 1.
Demolition and site clearing work.
01/18 
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Five Spans Integral UHPFRC Composite Bridge Over The Canal Of Sungai Muar


Project: Development of Flood Fluid Plan of Sungai Muar, Johor Blemishes Construction in Sungai Muar And Related Works.

(Rancangan Tebatan Banjir Lembangan Sungai Muar, Johor Pembinaan Belemang Di Sungai Muar Dan Kerja-Kerja Berkaitan.)

GPS Location: 2.149051N, 102.62368E

Structure Type: Five Spans 40+40+50+40+40m x 7.4m Wide Composite Bridge System.

Superstructure Feature: 8 pieces of DURA® UBG2000-39.5m, 2 pieces of DURA® UBG2000-49.5m, with cast in situ RC deck.

Substructure Feature: Cast in-situ RC abutments and RC piers

Foundation Feature: 1500mm dia. Bored piles

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

Client: JPS Malaysia  jps

S.O.: Jurutera Projek UPP Persekutuan Negeri Johor

Consultant: JPCT (alternative design)

Contractor: Maya Masrili Sdn Bhd.

Contract Period: 36 months

Construction Status: Completed

Project signboard.
Proposed bridge site over a man-made canal.
Proposed bridge site.
Construction of 1.5m dia. bored pile with MS permanent casing (221217).
1.5m dia. bored pile for pier 2 (221217).
Pier 1 (221217).
All 10 pieces of DURA UBG2000 beams post-tensioned on site.
DURA U beams ready for beam launching.
Arrival of 160 tonnes mobile cranes.
Lifting of 2nd beam (250918).
Lifting of 2nd beam (250918).
Two numbers of UBG2000-50m positioned onto the piers.
Two numbers of UBG2000-50m positioned onto the piers.
Positioning the 5th beams (260918).
Positioning the 5th beams (260918).
JD JPR Muar witnessing the progress work during beam launching (160918).
10 beams fully launched into position (280918).
10 beams fully launched into position (280918).
10 beams fully launched into position (280918).
10 beams fully launched into position (280918).
Rebar fitting for RC deck.
Some part of RC deck casted.
Some part of RC deck casted.
Completed Muar Bridge
Completed Muar Bridge
Project signboard.
01/25 
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