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Five Spans UHPC Composite Bridge from Kg. Seberang Manong to Pekan Manong


Project: To Construct Bridge at Sungai Perak from Kg. Seberang Manong to Pekan Manong (Kampung Simpang Melembu), Kuala Kangsar, Perak Darul Ridzuan


(Membina Jambatan Menyeberang Sungai Perak di antara Kampung Seberang Manong ke Pekan Manong (Kampung Simpang Melembu), Kuala Kangsar, Perak Darul Ridzuan)

GPS Location: 4.598792N; 100.881463E

Structure Type: Five Spans UHPC Beam Composite In Situ Deck Bridge System: 45m + 70m + 70m + 70m + 45m x 11.5m wide.

Superstructure Feature: 9 pieces of DURA® UBG3000-70m and 6 pieces of DURA® UBG2250-45m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

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

Loading Type: LM1 + LM3 SV80

Client: JKR Malaysia JKR                            S.O.: JKR Perak  JKR 

Desinger: JKR Malaysia  JKR

Contractor: Kumpulan Awambina Sdn Bhd

Contract Period: 24 months

Construction Status: Under Construction

Original site
The bridge project site crossing to Sungai Perak.
Construction of temporary platform in prgress.
Temporary bridge
Temporary bridge under installation
Abutment A.
Pier 1.
Pier 2 under construction.
Original site
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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.
01/12 
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