Project: To Build and Upgrade Entrance To Kg. Simpai, Pekan, Pahang Darul Makmur, (Fasa 2)

(Cadangan Membina Dan Menaiktaraf Jalan Masuk Ke Kg. Simpai, Pekan, Pahang Darul Makmur, (Fasa 2) )


GPS Location:   3.217553 N; 103.145294 E (Bridge 1); 3.220677 N; 103.148496 E (Bridge 2)

Structure Type: Single Spans 12m by 6m Wide UHPFRC integral beam-deck system

Superstructure Feature: 4 pieces of DURA^® TBG875-12m (per bridge)

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 250mm dia. Spun pile (Class B)

Loading Type: HA+ 30 units HB loadings (BD37/01)

Client: JAKOA

S.O.: JKR Pekan, Pahang

Consultant:

Contractor: Goodsons Resources Sdn Bhd

Contract Period:

Construction Status: Completed

Project signboard and detail.

01/15 

   

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.

01/21 

   

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: 3.1688070N, 101.6408440E

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: Comb. of HA-KEL and 45HB Loading (BD37/01)

Client: Qiana Development Sdn. Bhd

S.O.: Pembinaan YSL

Consultant: JPCT

Contractor: Dura Construction Sdn. Bhd

Contract Period: 140 day

Bridge site.

01/25 

   

Project: To Replace An Old Bridge At Jalan Kampung Nelayan, Teluk Bahang, Daerah Barat Daya, Pulau Pinang

(Pembinaan Jambatan Baru menggantikan Jambatan Lama Di Jalan Kampung Nelayan, Teluk Bahang, Daerah Barat Daya, Pulau Pinang)

GPS Location: 5.459322 N; 100.208538 E

Structure Type: Single Spans UHPFRC Beam Composite In Situ Deck Bridge System: 10m x 9.9m wide.

Superstructure Feature: 7 pieces of DURA^® Shallow Beams 300 x 400 - 12m with Cast In-Situ RC Deck

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

Foundation Feature: 250mm x 250mm RC Pile

Loading Type: HA+KEL or 30 units HB loadings

Client: JKR Pulau Pinang    
S.O.: JKR Daerah Barat Daya, Pulau Pinang     
Consultant: Perunding Kejuruteraan MK

Contractor: Pembinaan I&R Sdn Bhd

Contract Period: 12 Months

Construction Status: Completed       

Project signboard.

01/14