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2019 Projects

Mumbai-Pune Highway Pavement Overlay using Dura UHPC

Project: To Repair Cracked / Damaged Rigid Pavement for Mumbai-Pune Expressway, Maharashtra District, India.

GPS Location: 18.704472 N; 73.671531 E

Product Type: DURA UHPC Overlay

Loading Type: Indian Code Highway Loadings

Client: Maharashtra

S.O.: Public Work Department

Consultant: JPCT

Contractor: SPDL UHPC INDIA

Contract Period: N/A

Construction Status: Completed

Existing damaged panel of rigid pavement of Mumbai Pune Highway.
Mixing of DURA UHPC for overlay.
First panel of UHPC overlay done.
A layer of plastic sheet used to cover the fresh UHPC overlay.
UHPC overlay with a texture surface.
Inspection of ajacent panels differential height.
Completion of 10 panels of UHPC overlay.
Open for traffic.
Existing damaged panel of rigid pavement of Mumbai Pune Highway.
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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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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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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
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