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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: Under Construction

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).
Project signboard.
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New Triple Spans Bridge at Jalan Pasir Hor Crossing Sg. Seribong


Project: To Construct Three Spans Bridge at Jalan Pasir Hor, Kubang Kerian Ke Pasir Jelatang, Pasir Tumboh, Kota Bharu, Kelantan.


(Menaiktaraf Jalan Pasir Hor, Kubang Kerian Ke Pasir Jelatang, Pasir Tumboh, Kota Bharu, Kelantan)
 
GPS Location: 6.073648 N, 102.265898 E

Structure Type: Three Spans 30o Skew UHPC Beam Composite In Situ Deck Bridge System : 24m + 50m + 24m x 12m wide.

Superstructure Feature: 6 pieces of DURA® UBG1750-24m and 3 pieces of DURA® UBG1750-50m with Cast In-Situ RC Deck

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

Foundation Feature: 600mm dia. Spun pile (Class B)

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

Client: JKR Kelantan  JKR
S.O.: JKR  JKR

Consultant: Just Consult

Contractor: Yusri Maju Sdn. Bhd.

Contract Period: 24 months

Construction Status: Under Construction

Original site.
600mm spun piles at site
Pilling work in progress
Abutment A
Abutment B
Construction of abutment A
Substructure consturction in progress.
Substructure consturction in progress.
Cofferdam used to construction pier 2.
Unloading to site for assembly.
Three U-beams assembled.
Three U-beams assembled behind the abutments.
Original site.
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DURA Bridge Used in the State of Terengganu


Project: To Construct Jalan Terengganu By-Pass, Kuala Terengganu, Terengganu Darul Iman (Bridge ST3)


(Membina dan Menyiapkan Jalan Terengganu By-Pass, Kuala Terengganu, Terengganu Darul Iman) (Jambatan ST3)

GPS Location: 5.304631 N, 103.124018 E

Structure Type: Five Spans 38m by 11.5m Wide (Left & Right) Composite Bridge System.

Superstructure Feature: 20 pieces of DURA® UBG2000-38m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments and piers

Foundation Feature: 500mm dia. Spun pile (Class B)

Loading Type: Combination of HA+KEL or 45 units HB loadings (BD37/01)

Client: JKR Malaysia       JKR               S.O.: JKR Terengganu    JKR

Consultant: Jannacks Consultants Sdn Bhd

Contractor: Iswarabena Sdn Bhd Sdn Bhd (G7)

Construction Status: Under Construction  
Abutment A and pier 1.
RC columns of pier 1.
Pile loading test at pier 2.
Piling work in progress at pier 3.
Pier 1 done.
Pier A done.
Transporting U beam segments.
Unloading and assembly of U beams.
18 numbers of U beam assmebled at a open space.
Installation of strands in progress.
Anchor plates installed.
Storage space of precast U beams.
Abutments A and Piers 1 constructed.
Piers 2.
Construction of pile cap of Pier 3.
PT work in progress.
Pressure gauge of jack.
Segments detached from temporary intermediate supports.
Cross head formwork preparation at pier 3.
Four U beams positioned on Abutment A and Pier 1
Four beams launched
All substructure components completed.
Continuation of beam launching for span 3.
Continuation of beam launching for span 3.
Transportation of beam 1 for span 3 (020218)
Beam lifting.
Positioning of second beam of span 3.
2 beams launched for span 4(030218).
3 beams launched for span 4(030218).
12 beams all launched (050218)
12 beams all launched (050218)
12 beams all launched (050218)
12 beams all launched (050218)
12 beams all launched (050218)
12 beams all launched (050218)
Abutment A and pier 1.
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