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New Concrete Bridge 24.5m at Klebang Mutiara, Perak

Project: To Build A New Concrete Bridge Along Jalan Klebang Selatan For Development At Klebang Mutiara, Mukim Hulu Kinta, Perak

(Pelan Jalan Dan Perparitan Bagi Cadangan Skim Perumahan Di Atas PT 263955 (HSD226804) Lot Baru 529352, PT 263956 (HSD226805) Lot Baru 529353, Lot 397870 – Lot 397873, Lot 397874 – Lot 397910, Lot 397911 – Lot 397930 Dan Lot 397931 – Lot 397935, Berhampiran Taman Klebang Mutiara, Mukim Hulu Kinta Daerah Kinta, Perak Darul Ridzuan Untuk Tetuan Regat Pusaka Sdn Bhd Dan Nusajaya Kapital Sdn Bhd.)


GPS Location: 4.669774 N; 101.103865 E

Structure Type
: Single Spans 24.5m by 10.4m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 7 pieces of DURA® IB850-24.5m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: Mass Concrete

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

Client: Regat Properties Sdn Bhd

Consultant: Jurutera Perunding Concrete Technology

Contractor: Maltecon Builders Sdn Bhd

Contract Period: 5 Months

Construction Status: Under Construction       

Beam launching in progress.
Beam launching completed.
Left-in formwork installed.
Beam launching in progress.
1/3 
start stop bwd fwd


Single Span to Replace Bridge in Sungai Rambai Besar, Selangor

Project: To Replace Bridge Sg. Rambai Besar FT005/412/50, Kuala Langat, Selangor Darul Ehsan

(Menggantikan Jambatan Sg. Rambai Besar, FT005/412/50, Kuala Langat, Selangor Darul Ehsan)

 
GPS Location: 2.8887826 N; 101.489146 E

Structure Type
: Single Spans UHPFRC Beam Composite In Situ Deck Bridge System: 15.55m x 22.1m wide.

Superstructure Feature: 14 pieces of DURA® I Beam 650 – 15.55m with Cast In-Situ RC Deck

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

Foundation Feature:

Loading Type: HA+KEL or 45 units HB loadings

Client: JKR Malaysia

S.O.: JKR Daerah Kuala Langat

Consultant: JKR Malaysia

Contractor: FYZ Holding Sdn Bhd

Contract Period: 12 Months

Construction Status: Under Construction

Project signboard.
Original site condition before bridge demolition.
Original site condition.
Soffit view of the existing steel composite bridge.
Demolition of first half of the existing steel composite bridge (120620).
Transportation of precast UHPC beam-deck bridge.
Three pieces of prefab bridge positioned at first phase of the existing bridge.
Preparation for batching UHPC for the stitching of the deck joints.
Curing of UHPC in-filled stitches.
First half of the new bridge installed.
First half of the bridge premixed and read open for traffic.
First half of the new bridge open for traffic.
Demolition the second half of the existing steel composite bridge.
Steel I-beam removed from the site.
Lifting and positioning the last precast bridge.
All precast members positioned.
Second half of the new bridge premixed with wearing coarse.
Project signboard.
01/17 
start stop bwd fwd


New Bridge at Acheh, Johor Bahru for 85m of UBG2000 Dura UHPFRC

Project: To Upgrade and Build A New Bridge at Kampung Perigi, Acheh, Mukim Sungai Tiram, Daerah Johor Bahru, Johor Darul Takzim

(Cadangan Menaiktaraf Jalan Dan Bina Baru Jambatan Kg. Perigi Acheh, Mukim Sungai Tiram, Daerah Johor Bahru, Johor Darul Takzim)

GPS Location: 1.451715 N; 103.976669 E

Structure Type
: Three Spans 85m by 14m Wide UHPFRC integral beam-deck system (1 Main Bridge & 1 Service Bridge)

Superstructure Feature: 4 pieces of DURA® UBG2000-55m & 22 pieces of DURA® IBeam650-14.75m

Substructure Feature: Cast in-situ RC abutments

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

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

Client: Kerajaan Negeri Johor

S.O.: JKR Johor

Consultant: JPCT

Contractor: Golden Kluang Sdn Bhd

Contract Period:

Construction Status: Under Construction

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