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Malaysia Vision Valley (MVV) Road Bridge from Nilai-Labu to Bandar Enstek

Project: Construction And Completion of Bridge No. 5 at Sg. Jijan And Other Associated Works for Malaysia Vision Valley (MVV) – Membina Jalan Baru Dari Nilai – Labu Ke Bandar Enstek, Daerah Seremban, Negeri Sembilan

(Cadangan Membina Jambatan No. 5 Di Sungai Jijan – Membina Jalan Baru Dari Nilai – Labu Ke Bandar Enstek, Daerah Seremban, Negeri Sembilan)

GPS Location: 2.714865 N; 101.790573 E

Structure Type: Single Spans 33m by 25m Wide (Left & Right) Composite Bridge System.

Superstructure Feature: 6 pieces of DURA® UBG1500-33m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 600mm dia. Spun pile (Class B)

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

Client: JKR Malaysia  JKR

S.O.: JKR      JKR

Consultant: Khairi Consult Sdn Bhd

Contractor: Dura Construction Sdn Bhd

Contract Period: 10 Months

Construction Status: Under Construction       

Sg Jijian bridge site.
Sg Jijian bridge site.
Spun pile used as foundation.
Spun pile used as foundation.
Unloading of beam segment. (210120).
Assembling of beam segments.
Three beams aligned.
Sg Jijian bridge site.
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Replacing Jambatan Buloh using UHPFRC Accelerate Bridge Construction (ABC) Method

Project: To Replace Buloh Bridge FT005/476/70, Kuala Selangor, Selangor Darul Ehsan

(Menggantikan Jambatan Buloh, FT005/476/70, Kuala Selangor, Selangor Darul Ehsan)

GPS Location: 3.313171 N; 101.277764 E

Structure Type
: Single Spans UHPFRC Beam Composite In Situ Deck Bridge System: 15.55m x 22m wide.

Superstructure Feature
: 14 pieces of DURA® IB650 – 15.55m with Precast RC Deck Stitch with In-situ UHPFRC

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

Foundation Feature:

Loading Type: HA+KEL or 45 units HB loadings

Client: Kementerian Kerja Raya

S.O.: JKR Daerah Kuala Selangor   JKR

Consultant: JKR Malaysia   JKR

Contractor: Jaticon Sdn Bhd

Contract Period: 12 Months

Construction Status: Under Construction
First half of the extsing bridge dismantle.
Existign bridge abutment.
Casting of in-situ RC deck.
Four beams casted.
Site ready for beam launching.
Four beams launched overnight.
Preparation of UHPC stitching joint.
Deck connection prior castign of UHPC stitches.
Aggregate exposed at the connection jointing.
Engineers inspection before concreting.
Soffit view of the beams.
Side view of the bridge.
Portable shear mixer used for the production of UHPC.
Mixing of on-site UHPC.
Laying of UHPC.
Curong compound apply on the expose surface of the fresh UHPC.
A thin plastic layer used to cover the fresh UHPC stitching.
First half of the extsing bridge dismantle.
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ZhungLu-DURA Bridge USed in Reconstruction Project in Guangdong, China (金鲤大桥)

Project: Guangdong Old Bridge Reconstruction Project (广东省旧桥改造项目) Part 2

GPS Location: 23.369752 N; 116.040422 E

Structure Type: Six spans simply supported 16m (3 spans) and 20m (3 spans) by 7.5m wide UHPC composite bridge system

Superstructure Feature: Six (6) pieces per span of precast/prestress UHPC I-beam composited with reinforced NSC deck (total 36 pcs UHPC I-beam)

Substructure Feature: Cast in-situ RC piers

Foundation Feature

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

Client:    广东省基础工程集团有限公司 (Guangdong Foundation Engineering Group Co, Ltd.)

Consultant: 中铁二院工程集团有限责任公司 (CREC, China Railway Engineering Corporation)

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       

Preparing crane for beam launching (100120).
Lifting of ZhongLu-Dura 20m long prestress I-beam.
Preparing crane for beam launching (100120).
Lifting of ZhongLu-Dura 20m long prestress I-beam.
Preparing crane for beam launching (100120).
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