Login Form



Replacement of 57 Years Old Bridge Project at Sungai Jempul


Project: Construction of A Single Span DURA Bridge Crossing Sungai Jempul at Maran, Pahang.


(Menggantikan Jambatan Sungai Jempul, FT002/270/60, Maran, Pahang)
 
GPS Location: 3.55533 N; 102.68418 E

Structure Type: Single Span 45m by 14m Wide Composite Bridge System.

Superstructure Feature: 4 pieces of DURA® UBG1750-45m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

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

Loading Type: SV100 loadings (BS EN 1991-2-2003)

Client: Jabatan Kerja Raya Malaysia  JKR

S.O.: JKR Daerah Maran JKR

Consultant: Primareka Consultants  prima reka

Contractor: Dura Construction Sdn Bhd   4 DURA Construction 2

Contract Period: 24 months

Construction Status: Under Construction
Project Signboard.
Exisitng Sg Jempol bridge.
Existing utilities at Sg Jempol bridge built in 1954.
Soffit view of external spans.
Soffit view of middle spans.
Assembly of UBG1750-45m at an open space near the bridge site.
Four UBG1750-50m ready for PT works.
Driving of 600mm dia. spun piles (081118).
Project Signboard.
1/8 
start stop bwd fwd


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.
Completion of micropilings (271018).
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
1/3 
start stop bwd fwd

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).
Unloading UBG3000 segment (261018).
Unloading more UBG3000 segments.
90 tonnes capacity crawler crane used for unloading and assembly of segments.
Temporary platform for UBG3000-70m assembly.
Temporary platform.
Assembly of UBG3000-70m segments (071118).
Assembly of UBG3000.
Temporary tie rods tensioning used to temporary connect the segments.
Assembly and PT work in progress on UBG3000-70m for span 2 (171118).
Assembly and PT work in progress on UBG3000-70m for span 2 (171118).
Assembly and PT work in progress on UBG3000-70m for span 2 (171118).
Assembly and PT work in progress on UBG3000-70m for span 2 (171118).
PT top tendons (171118).
Original site
01/34 
start stop bwd fwd


© 2009-2019 by GPIUTMD