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2019 Projects

Replacement of 57 Years Old Bridge Project at Sungai Raia, Kinta


Project: To Construct Bridge at Sungai Raia, FT001/583/20, Kinta, Perak.

 
(Menggantikan Jambatan Sungai Raia, FT001/583/20, Kinta, Perak)

GPS Location: 4.51582 N; 101.13747 E

Structure Type: Single Span 50m by 11m Wide Composite Bridge System.

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

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm dia. Micro Pile.

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

Client: Jabatan Kerja Raya Malaysia   JKR                 S.O.: JKR Daerah Kinta JKR

Consultant: Primareka Consultants  prima reka                  Contractor: Dura Construction Sdn Bhd  4 DURA Construction 2

Contract Period
: 24 months

Construction Status
: Completed

Project signboard for Sg. Raia Bridge
Existing Sg Raia Bridge.
Existing old bridge.
Micropiles used as foundation.
Maintain load testing in progress.
Construction of micropiles at abutment B completed (011018).
Lifing of DURA IB650-24m for the utility beams (141018).
Two numbers of DURA-IB650 was positioned.
Installation of precast DURA thin plank.
Two beams and precast DURA planks fully installed in half day.
Hacking of the existing old bridge (221018).
Hacking work in progress (221018).
Lifting of the first U-beam.
Assembly of UBG1750 segments.
Assembly of UBG1750 segments.
In-situ RC deck slab constructed.
Apporach slab constructed.
Approach road soon will be ready.
Sg Raia bridge temporary open for traffic (280519).
Sg Raia bridge temporary open for traffic (280519).
Project signboard for Sg. Raia Bridge
01/20 
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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: 1500mm dia. Bored Piles

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: Completed

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).
Stressing in progress (191118).
Completion of PT work for first beam.
Direct beam launching of span 1, UBG2250-45m (240119).
Beam launching of UBG2250-45m for span 1.
Direct launching using 2 units 200 tonnes mobile cranes.
Completed RC decking for span 1 (080519).
Lifting of UBG2250-45m for last span (130619).
Completion of beam launching for the last 5th spans.
Installation of precast parapet (140819).
Demantling of steel temporary bridge (280919).
Manong bridge soon will be completed and open to traffic (201019).
Manong bridge soon will be completed and open to traffic (201019).
Original site
01/46 
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Replacement Bridge at Kg. Bagan Lawin using Single Spans

Project: To Replace A Collapse Bridge at Kampung Bagan Lawin, Daerah Hulu Perak, Perak

(Cadangan Membina Jambatan Kampung Bagan Lawin, Daerah Hulu Perak, Perak)

GPS Location: 5.292316 N; 101.061059 E

Structure Type
: Single Spans UHPC Beam Composite in-situ Deck Bridge System: 13m x 4.5m wide.

Superstructure Feature
: 2 pieces of DURA® IB650-13m with Cast In-Situ RC Deck

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

Foundation Feature: 200mm & 200mm RC Pile

Loading Type: HA+KEL or 30 units HB loadings

Client: Jabatan Tanah Gerik

S.O.: Jabatan Tanah Gerik

Consultant: JPCT

Contractor: MAE Equity

Contract Period: 3 months

Construction Status: Completed       

RC piles installed.
Access road to the bridge (061119).
Beam and UHPC left-in formwork fully installed.
Installation of dura UHPC railing
Completed bridge
Completed bridge
Completed bridge
Completed bridge
RC piles installed.
1/8 
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Replacement Bridge of Air Lembu, Perak using Single Spans

Project: To Replace A Collapse Bridge Air Lembu, Kampung Padang Kunyit, Daerah Hulu Perak, Perak

(Cadangan Membina Jambatan Air Lembu, Kampung Padang Kunyit, Daerah Hulu Perak, Perak)

GPS Location: 5.405915 N; 101.129767 E

Structure Type: Single Spans UHPC Beam Composite In Situ Deck Bridge System: 13m x 4.5m wide.

Superstructure Feature: 2 pieces of DURA® IB650-13m with Cast In-Situ RC Deck

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

Foundation Feature: 200mm & 200mm RC Pile

Loading Type: HA+KEL or 30 units HB loadings

Client: Jabatan Tanah Gerik

S.O.: Jabatan Tanah Gerik

Consultant: JPCT

Contractor: Mutiara Mae Sdn Bhd 

Contract Period: 3 months

Construction Status: Completed


Substructures ready to receveid beams (300919).
Two I-Beams launched (181019).
UHPC left-in formwork used at the middle portion of the slab.
RC deck fully casted.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Substructures ready to receveid beams (300919).
1/8 
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Single Span of Dura UBG 1500 in Sg Kelang, Jelatek , Kuala Lumpur

PROJECT: CADANGAN MENGGANTIKAN JAMBATAN KONKRIT SEDIAADA KEPADA JAMBATAN BARU MERENTASI SUNGAI KELANG, DI JALAN JELATEK, KUALA LUMPUR.

(Replacement of the old concrete bridge to new concrete bridge crossing Klang River at Jalan Jelatek, Kuala Lumpur.)


GPS Location: 3.1648208 N; 101.7347227 E

Structure Type: Single Span 49m by 29.15m (Avg.) Wide Composite Bridge System.

Superstructure Feature
: 11 pieces of DURA® UBG1500-49m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC piers

Foundation Feature: N/A

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

Client: Dewan Bandaraya Kuala Lumpur (DBKL)

S.O.: Dewan Bandaraya Kuala Lumpur (DBKL)

Consultant: Ranhill Consulting Sdn Bhd.

Contractor: Umech Construction Sdn Bhd

Contract Period: 2 years 6 months

Construction Status: Under Construction       

Project signboard and detail.
Existing bridge in Jalan Jelatek.
Underneath view of the existing old brige.
Prepartion for beam unloading (071020).
UBG1500 unlaoded near the job site.
Preparation of temporary probe across Sg Kelang.
Transporting first beam for positioning (101120).
Beam tows over the river using the existing bridge
Lifting of the beam is such a challenge as one side of the lifting point very close to the above head flyover.
Lifting of the second beam.
Two beams assembled.
First phrase of the beams decked and open for traffic as tempoprary crossing.
Middle section (2nd Phase) of the existing bridge demolised.
One site of the micropile foundation completed.
(Phase 2) - Positioning 1st beam (130821).
(Phase 2) - Trucks used to tow the 2nd beam for launching.
(Phase 2) - 2nd beam positioned (130821).
(Phase 2) - 3rd beam positioned (130821).
(Phase 2) - Second phase beam launching completed.
Completed bridge.
Completed bridge.
Project signboard and detail.
01/21 
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