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2018 Projects

DURA Joint-Fill used in Canada MOT Project

Project Title: White Lake Narrows bridge, Highway 17, Ontario, Canada 

GPS Location: 48.721526N, -85.62603W

Structure Type:  In-filled UHPC material for precast concrete deck

Client: Ontario Ministry of Transportation

S.O.: TBT Engineers

Consultant: Stantec Consulting

Contractor/designer: Facca Incorporated

Contract Period: 12 months

Construction Status: Stage 1 and 2 Completed Summer 2018

Existing White Lake Bridge.
Pan mixer used at the site to batch DURA-UHPFRC.
Transporting DURA-UHPFRC for joint stitching.
Filling pockets of precast bridge deck panel with DURA.
Cover UHPC in-filled with piece formwork.
Removal of timber formwork afetr 1 day.
Existing White Lake Bridge.
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Dura Roof Panel Used at Lakeshore, Canada


Project Title: Dura Roof Panel used at Lakeshore


 GPS Location: 42.29861111N; 82.71055556W

Structure Type:  Shade Structure

Superstructure Feature: Asymmetrical Open Truss Design

Substructure Feature: Columns supported on internally tied framing for jetty.

Foundation Feature: Columns supported on internally tied framing for jetty.

Loading Type: Design for self-weight, wind load and wind reversal and snow loading.

Client: The Town of Lakeshore

S.O.: Dan Krutsch
Consultant: Landmark Engineers landmark engineer

Contractor/designer: Facca Incorporated facca

Contract Period: 12 months

Construction Status: Completed Summer 2018

Installation of Dura roof.
Installtion of Dura roof.
Dura roof panel used at resting station.
Dura roof panel used at resting station.
Dura roof panel used at resting station.
Dura roof panel used at resting station.
Dura roof panel used at resting station.
Installation of Dura roof.
1/7 
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China First DURA Bridge - Guangzhou Bay Expressway


Project Title:
Guangzhou Bay Expressway, Sha Bei Interchange, Guangdong Province, China.

 GPS Location: 23.155963°N, 113.197917°E

Structure Type:  Single Span 16m by 8m Wide Composite Bridge System

Superstructure Feature: 6 pieces of ZhongLu-DURA® IB620-16m with 150mm thk. Cast In-Situ C50 RC Deck

Substructure Feature: No Change / Remain

Foundation Feature: No Change / Remain

Loading Type: First class load of highway 公路桥涵设计通用规范 (JTG D60-2015)

Client: Bei Huan Expressway Management Co., Ltd.

S.O.:

Consultant: Chongqing Jiaotong University Engineering Design Research Institute Co., Ltd.

Contractor: ZhongLu-Dura International Engineering Limited by Share Ltd   

Contract Period: 2 months

Construction Status: Completed

Cross-section of bridge
Mixer used for the fabrication of DURA beams.
DURA beams ready for transportation for site.
First Dura beam at China.
Pouring of UHPFRC into the mould.
80 tonnes mobile crane used for beam launching.
Lifting of DURA beam.
Placing of DURA UHPFRC left-in formwork.
Six Dura beams placed on the piers.
Left-in formwork placed in position.
China first Zhunglu-Dura UHPFRC beams launched successfully.
Project site.
Soffit view of the bridge.
In-situ C50 RC deck.
RC deck installed (290918)
Wearing coaurse laid (290918).
Cross-section of bridge
01/16 
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Replacement Bridge at Main Road to Kg. Pahat using Single Span UHPFRC


Project   : To Replace Bridge at Main Road to Kg. Pahat, Daerah Hulu Perak, Gerik, Perak.


 
(Membaikpulih Jambatan Jalan Utama Kg.Pahat, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan )

 
GPS Location: 5.4949310 N; 101.1214160 E

Structure Type: Single Span UHPFRC Composite In-Situ Deck Bridge System : 12m x 4m wide.

Superstructure Feature: 3 pieces of DURA® IB650-12m with Cast In-Situ Grade40 RC Deck.

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

Foundation Feature: 200mm x 200mm Square RC pile.

Loading Type: HA+KEL or 30 units HB loadings

Client: Jabatan Tanah Gerik

S.O.: Jabatan Tanah Gerik

Consultant: JPCT

Contractor: SADAN WORKS ENTERPRISE

Contract Period: 3 Months

Construction Status: Completed        

Driving of RC piles.
PDA test.
Completion on driving of RC pile at one abutment.
Construction of pile cap.
Pile cap concreted.
Unload beams.
Beam launching.
Three I-beams positioned.
Installation of left-in formwork.
Beam and formwork fully installed.
Installation of RC deck reo and formworks.
Completed Kg Pahat Bridge.
Completed Kg Pahat Bridge.
Driving of RC piles.
01/13 
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Dura UHPC Single Span Kg. Pahit, Gerik


Project   : To Replace Bridge at Main Road to Kg. Pahit, Daerah Hulu Perak, Gerik, Perak.


(Membaikpulih Jambatan Jalan Utama Kg.Pahit, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan )

GPS Location: 5.585917 N; 101.057400 E

Structure Type: Single Span UHPC Beam Composite In Situ Deck Bridge System : 12m x 4m wide.

Superstructure Feature: 3 pieces of DURA® IBeam650-12m with Cast In-Situ RC Deck.

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

Foundation Feature: 200mm x 200mm RC pile.

Loading Type: HA+KEL or 30 units HB loadings

Client: Jabatan Tanah Gerik

S.O.: Jabatan Tanah Gerik

Consultant: JPCT

Contractor: MAINTENANCE N FAR

Contract Period: 3 Months

Construction Status: Under Construction
Driving of RC piles
Construction of abutments
Beam launching in progress (190918).
Third beam positioned.
Completion of beam launching (190918).
Placement of left-in formwork.
Apporach road constructed (021018).
Kg Pahit bridge (021018).
Completed Kg Pahit bridge.
Completed Kg Pahit bridge.
Completed Kg Pahit bridge.
Completed Kg Pahit bridge.
Completed Kg Pahit bridge.
Driving of RC piles
01/13 
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