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Single Span UHPC Bridge used at Sungai Chenerai from Tol Chenor to Bandar Tun Abdul Razak


Project: To Construct Bridge at Sungai Chenerai from Tol Chenor to Bandar Tun Abdul Razak Jengka, Maran, Pahang.



(Menaiktaraf Jalan Persekutuan FT 83 Dari Tol Chenor Ke Bandar Tun Abdul Razak Jengka, Maran, Pahang)

 
GPS Location: 3.7355540 N; 102.5382080 E

Structure Type: Single Spans 50m by 14m Wide (Left & Right) Composite Bridge System.

Superstructure Feature: 3 pieces of DURA® UBG2000-50m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm dia. Micropiles (Class B)

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

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

Consultant: DPI Konsult Sdn Bhd

Contractor: Iswarabena Sdn Bhd    iswarabena logo

Contract Period: 12 months

Construction Status: Under Construction
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
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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 

Designer: 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.
Installation of launching platform in progress.
First DURA UBG3000-70m.
Post-tensiong mock up on the UBG3000-70m.
Full mockup on post-tensioning work of DURA UBG3000-70m.
Unload and assembly of first DURA UBG2250 segment.
Unloading and assembly of U segments.
Installation of strands.
External tendons and ducting.
JD JPR Muar witnessing the progress work during beam launching (160918).
Cutting of extra strands after PT.
Tendons installed and post-tensioned.
Prepation of temporary staging for UBG3000-70m beam assembly.
Prepation of temporary staging for UBG3000-70m beam assembly (280918).
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).
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 teh piers.
Two numbers of UBG2000-50m positioned onto teh 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).
Project signboard.
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