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MALAYSIA BOLEH !!! - Dura Bridge Made from Malaysia Going to be Used in India

Project: Construction of Major Bridge across Sole Nalla on Latur – Nitur -  Nilanga – Balki – Road NH72K.

GPS Location: 18.256878N, 76.724448E

Structure Type
: 2 spans x 55.5 m long (total 111 m), Major Bridge across Sole Nalla

Superstructure Feature: Simply Supported Four (4) UHPC Box Girders for each span

Substructure Feature: RC Portal Piers

Foundation Feature: Eight (8) Drilled Piles for Each Foundation.

Loading Type: IRC Class Loadings.

Client: Maharashtra State Road Development Corporation.

S.O.: Valecha-SDPL JV, Áyoleeza Consultants Pvt. Ltd.

Consultant: Technology and Proof Consultant: Indian Institute of Technology (IIT), Bombay 

                     Indian Consultant: Shirish Patel and Associates      
                     Malaysian Consultant: HSS Engineers  Sdn. Bhd.                       
Contractor: Shinde Developers Pvt. Ltd. logo shinde
Contract Period: 1 Years

Construction Status: On-going
Construction of foundation work in progress.
Drop- in hammer used to dig holes on the ground.
Installation of steel cage into the dug holes.
Steel cage installed.
Construction of foundation work in progress.
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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)


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

: 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: Under Construction       

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.
General arrangement of Huadu footbridge.
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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)



Consultant: JPCT

Contractor: Mutual Way Civil Works Sdn Bhd

Contract Period:

Construction Status: Under Construction       

Original site view of Lahat Bridge 2
Original site view of Lahat Bridge 2
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