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First Dura Footbridge in China

Project: Extension and Reconstruction of Huadu Avenue (North Approach Junction of Airport to Cotton Tree Drive)

花都大道(机场北进路口至红棉大道段)扩建改造工程

GPS Location: 23.435640 N; 113.301292 E

Structure Type:
Double Span 30m by 5.3m wide Double T-UHPC Bridge Girder

Superstructure Feature: 2 pieces of Double Tee- Integral Beam-Deck Bridge

Substructure Feature: Cast in-situ RC piers

Foundation Feature: 1m dia. Bored piles

Loading Type: 5 kPa

Client:    广州市花都区地方公路管理站 Guangzhou Huada District Local Highway Management Station

Consultant
: 广州市公路勘察设计有限公司  Guangzhou Highway Survey and design Co. Ltd

Contractor: 广东华隧建设集团股份有限公司   Guangdong Hua Tunnel Construction Group Co. Ltd

Construction Status: Completed       

General arrangement of Huadu footbridge.
Typical Cross section view .
Batching of UHPC at the casting yard.
Casting of Zhonglu-Dura UHPC footbridge.
Typical cross section.
Full span 30m T beam casted in one shoot.
Match casting for second beam (210319).
Match casting with visitors (210319)
Dura double T footbridge (060419).
Air curing of the beam with plastic sheet used to cover the beam.
Steam curing of the beam.
Briefing for installation team prior to beam launching.
Parking of two units 260 tonnes mobile cranes (070819).
Lifting of the first double-T girder.
Lifting of the first double-T girder.
Positioning of the first ZhongLu-Dura double T girder using 2 units 260t mobile cranes (070619).
First girder installed (070619).
Lifting of the second double-T girder.
Two girders successfully installed.
The completed first ZhungLu-Dura Footbidge at Huadu.
Huadu Footbridge using UHPC material.
Completed bridge.
General arrangement of Huadu footbridge.
01/22 
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Small Contribution for the Local Contractor on Lahat Bridge 2, Mukim Hulu Kinta Single Spans

Project: To Construct Bridge at Government Land Lot 35781 For Proposed Skim Perindustrian Fasa 1, Mukim Hulu Kinta, Daerah Kinta, Perak Darul Ridzuan (Bridge 2)

 (Cadangan Kerjatanah Bagi Cadangan Skim Perindustrian Fasa 1 Di Atas Tanah Kerajaan Sebahagian Lot 35781, Mukim Hulu Kinta, Daerah Kinta, Perak)

 GPS Location: 4.524624 N; 101.045489 E

Structure Type: Single Spans 12m by 30m Wide (Left & Right) Composite Bridge System.

Superstructure Feature: 15 pieces of DURA® IB650-12m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200 x 200mm dia. SQ RC. pile (Class B)

Loading Type: HA+ 30 units HB loadings (BD37/01)

Client: Priority Focus Sdb Bhd

S.O.: Priority Focus Sdb Bhd

Consultant: JPCT

Contractor: Mutual Way Civil Works Sdn Bhd

Contract Period:

Construction Status: Completed       

Original site view of Lahat Bridge 2
Beam launching in progress (230319).
Beam launching.
RC deck casted.
Completed bridge.
Original site view of Lahat Bridge 2
1/5 
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Single Span 23m Kampung Ulu Kenderong Bridge


Project: To Replace Bridge Air Kudung, Kampung Ulu Kenderong, Gerik, Perak Darul Ridzuan


(Membaikpulih Jambatan Air Kudung, Kampung Ulu Kenderong, Gerik, Perak Darul Ridzuan)

GPS Location: 5.4268350 N; 101.1214090 E

Structure Type: Single Spans 23m by 7m Wide (Left & Right) Composite Bridge System.

Superstructure Feature: 5 pieces of DURA® IB850-23m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200 x 200mm dia. SQ RC. pile (Class B)

Loading Type: HA+ 30 units HB loadings (BD37/01)

Client: JABATAN TANAH GERIK Malaysia

S.O.: JABATAN TANAH GERIK Malaysia

Consultant: JPCT

Contractor: Dura Technology Sdn Bhd

Contract Period: 4 months

Construction Status: Completed        

Project signboard for Kg. Ulu Kenderong
Dismanteling of existing old bridge (060918).
Dismanteling of existing old bridge (060918).
RC piles used as foundation.
Abutments constructed (161018).
Beam launching (251018).
5 beams launched succesfully.
Left-in formwork installed.
Installation of timber formwork for the edge deck (011118)
Formwork for wingwall.
Completed Bridge
Completed Bridge
Completed Bridge
Completed Bridge
Completed Bridge
Project signboard for Kg. Ulu Kenderong
01/15 
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Lahat Bridge 1, Mukim Hulu Kinta Single Spans

Project: To Construct Bridge at Government Land Lot 35781 For Proposed Skim Perindustrian Fasa 1, Mukim Hulu Kinta, Daerah Kinta, Perak Darul Ridzuan (Bridge 1)

(Cadangan Kerjatanah Bagi Cadangan Skim Perindustrian Fasa 1 Di Atas Tanah Kerajaan Sebahagian Lot 35781, Mukim Hulu Kinta, Daerah Kinta, Perak)

 GPS Location: 4.525349 N; 101.041652 E

Structure Type: Single Spans 13.5m by 20m Wide (Left & Right) Composite Bridge System.

Superstructure Feature
: 11 pieces of DURA® IB650-13.5m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200 x 200mm dia. SQ RC. pile (Class B)

Loading Type: HA+ 30 units HB loadings (BD37/01)

Client: Priority Focus Sdn Bhd

S.O.: Priority Focus Sdn Bhd

Consultant: JPCT

Contractor: Mutual Way Civil Works Sdn Bhd

Contract Period:

Construction Status: Under Construction
Original site view for Lahat Bridge 1
Beam launching
Position of the I-beams
Position of the I-beams
Beam and formwork fully installed
Completed bridge.
Completed bridge.
Original site view for Lahat Bridge 1
1/7 
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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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