Project: To Replace Pedestrian Bridge at FT001/671/70, Larut, Matang dan Selama, Perak. D.R.

(Menggantikan Jejantas Di Laluan FT001/671/70 Daerah Larut Matang Dan Selama, Perak D.R.)

GPS Location: 4.787472°N, 100.722296°E

Structure Type: Single Span 28m x 2.8m wide UHPC Bridge System with Precast Staircase

Superstructure Feature:  1 piece of DURA^® UTG1200 – 28m

Substructure Feature: RC Columns

Foundation Feature: 300mm Micro-Pile

Loading Type: 5 kPa (BD37/01)

Client: Kementerian Kerja Raya Malaysia

S.O.: Jurutera Daerah, JKR Larut Matang & Selama

Consultant: Jurutera Awam (Jalan), JKR Larut Matang & Selama

Contractor: Belati Wangsa (M) Sdn. Bhd

Contract Period: 18 months

Project signboard and detail.

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Project: Guangdong Old Bridge Reconstruction Project (广东省旧桥改造项目) Part 3 (下埔径口桥)

GPS Location: 23.891351 N; 116.688291 E

Structure Type: Four spans simply supported 12m (2 spans) and 15m (2 spans) by 6.6m wide UHPC composite bridge system

Superstructure Feature: Five (5) pieces per span of precast/prestress UHPC I-beam composited with reinforced NSC deck (total 20 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       

Beam launching in progress (080620)

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Project: To Proposed Main Entrance Road (80 Feet Road Reserves) From Front of Lot 2370 to Front of Lot 2368/2363 As well as Adjoining Development Lot, Mukim Batu, Territory Federation of Kuala Lumpur.

(Cadangan Pembinaan Jalan Keluar Masuk Utama ( Rezab Jalan 80 Kaki) Bermula Dari Hadapan Lot 2370 Sehingga Hadapan Lot 2368/2363 Serta Lot – Lot Pembangunan Bersebelahan,  Mukim Batu,  Wilayah Persekutuan Kuala Lumpur)

GPS Location: 3.1688070, 101.6408440

Structure Type:. Two Spans UHPFRC Beam Composite In Situ Deck Bridge System  45m x 12.195m

Superstructure Feature:  16 Pieces of Dura IB850 – 22.6m

Substructure Feature: RC Columns

Foundation Feature: 300mm Micro Pile

Loading Type:

Client: Qiana Development Sdn. Bhd

S.O.: Pembinaan YSL

Consultant: JPCT

Contractor: Dura Construction Sdn. Bhd

Contract Period: 140 day

Bridge site.

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