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2020 Projects

55m single spans UHPFRC Paitan, Sabah

Project: Project Road to Mesej Tabatu, Paitan, Sabah

(Projek Jalan Ke Mesej Tabatu, Paitan, Sabah)

GPS Location: 6.368485 N; 117.372136 E

Structure Type: Single Spans 55m by 8.9m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 2 pieces of DURA® UBG2000-55m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm dia. Micropiles

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

Client: JKR Sabah

S.O.: JKR Sabah

Consultant: JPCT

Contractor: COPROLECH SDN BHD

Contract Period: 24 Months

Construction Status: Completed 
     

Project signboard.
Existing damaged timber bridge.
Existing damaged timber bridge.
Completion of micropile foundation (060820).
Refurnishment of existing old bridge to used as beam launching platform.
Lifting beam segment onto ship (130121).
Positioning U beam segments on the storage space of ship which is going to Sabah.
Unloading of segments to job site.
Platform prepartion for beam assembly using concrete block as temporary supports.
Placing segments on the platform.
14 segments aligned and ready for post-tensioning work.
Installation of strands.
Installation of strands completed.
Post tensioning in progress.
Completion of grouting work.
Two number of DURA 55m long U beam successfully post-tensioned.
Installation of formwork for the end-diaphragm.
Timber formwork used for in-situ decking.
UHPC left-in form used between the U beams and timber formwork for inside U beams.
Concreting RC deck using concrete pump method (170721).
RC deck concreted (170721).
Installation of timber formwork for RC parapet.
Completed bridge deck and RC parapet.
Completed bridge open for traffic.
Completed bridge open for traffic.
Completed bridge open for traffic.
Completed bridge.
Project signboard.
01/27 
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Single Span to Replace Bridge in Sungai Rambai Besar, Selangor

Project: To Replace Bridge Sg. Rambai Besar FT005/412/50, Kuala Langat, Selangor Darul Ehsan

(Menggantikan Jambatan Sg. Rambai Besar, FT005/412/50, Kuala Langat, Selangor Darul Ehsan)

 
GPS Location: 2.8887826 N; 101.489146 E

Structure Type
: Single Spans UHPFRC Beam Composite In Situ Deck Bridge System: 15.55m x 22.1m wide.

Superstructure Feature: 14 pieces of DURA® IB650 – 15.55m with Cast In-Situ RC Deck

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

Foundation Feature:

Loading Type: HA+KEL or 45 units HB loadings

Client: JKR Malaysia

S.O.: JKR Daerah Kuala Langat

Consultant: JKR Malaysia

Contractor: FYZ Holding Sdn Bhd

Contract Period: 12 Months

Construction Status: Completed

Project signboard.
Original site condition before bridge demolition.
Original site condition.
Soffit view of the existing steel composite bridge.
Demolition of first half of the existing steel composite bridge (120620).
Transportation of precast UHPC beam-deck bridge.
Three pieces of prefab bridge positioned at first phase of the existing bridge.
Preparation for batching UHPC for the stitching of the deck joints.
Curing of UHPC in-filled stitches.
First half of the new bridge installed.
First half of the bridge premixed and read open for traffic.
First half of the new bridge open for traffic.
Completed bridge.
Completed bridge.
Lifting and positioning the last precast bridge.
All precast members positioned.
Second half of the new bridge premixed with wearing coarse.
Completed bridge.
Completed bridge.
Project signboard.
01/19 
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40m Pedestrian Bridge in UTC Seremban using UHPFRC

Project: To Construct a Pedestrian Bridge at UTC Ampangan, Seremban, Negeri Sembilan Darul Khusus

(Pembinaan Jejantas Dan Laluan Pejalan Kaki di UTC Ampangan, Daerah Seremban, Negeri Sembilan Darul Khusus)


GPS Location: 2.723598 N; 101.962232 E

Structure Type: Two Spans 40m by 4m and 30m by 4m Wide UHPFRC Composite Bridge System with UHPFRC Precast Staircase

Superstructure Feature: 1 pieces of DURA® UBG1500-40m and 1 pieces of DURA® UBG1500-30m with Cast In-Situ RC Deck and 13 sets DURA® Precast Staircases

Substructure Feature: RC columns

Foundation Feature: 450mm Dia. spun piles (Class B)

Loading Type: 5 kPa (BD37/01)

Client: JKR Negeri Sembilan

S.O.: JKR Seremban

Consultant: JKR Seremban

Contractor: Gagasan Petir (M) Sdn Bhd

Contract Period: 16 Months

Construction Status: Completed   

Project signboard.
Project site, UTC Seremban.
UTC seremban building.
Connecting spun piles.
Construction of pilecap (221021).
Transporting 30m footbridge for beam launching.
Positioning first beam.
Positioming first girder near the UTC building site.
Positioning second girder.
Installation of DURA staircase.
Installation of DURA UHPC staircase.
Installation of staircase completed.
Completion of staircase installation.
DURA staircase.
UTC Ampangan pedestrain bridge soon will completed.
Completed Footbridge.
Complete Footbridge.
Project signboard.
01/17 
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12m Kg. Simpai, Pahang using UHPFRC Bridge

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.
Abutments done (220720).
Mobile cranes used for beam launching.
Lifting of first beam.
Lifting of TBG875 beams.
All beams positioned in place.
Beam positioning complete (220720).
Casting of in-situ UHPC for stitching joints.
Inspecting the finishing of the UHPC stitches.
Two joints completed.
Completion of UHPC stitching work (280820).
Lifting of first beam for second bridge.
Four beams positioned.
Completed Bridge 1.
Completed Bridge 2.
Project signboard and detail.
01/15 
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Upgrading the Bridge at Sungai Menora for 52m UHPFRC

Project: To Construct and Upgrade Bridge at Sungai Menora, at Road A164 (Sayong – Tanjung Belanja)

(Pembinaan Dan Menaiktaraf Jambatan Di Sungai Menora, Di Laluan A164 (Sayong – Tanjung Belanja))

GPS Location: 4.708831 N, 100.943682 E

Structure Type: Single Spans 52m by 6.65m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 2 pieces of DURA® UBG2000-52m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 450mm dia. Spun pile (Class B)

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

Client: Kerajaan Negeri Perak

S.O.: JKR Kuala Kangsar  JKR

Consultant: JKR Perak  JKR

Contractor: Kembang Abadi Sdn Bhd

Contract Period: 16 Months

Construction Status: Completed
       

Existing bridge at Sg. Menora
Fixing pile cap reinforcement (060820).
Project Detail
Abutments ready to receive beams.
Abutment B under construction.
Two numbers of UBG2000-52m assembled behind the abutment.
Preparation for post-tensionign work by PSC Freysinet team.
PT work in progress.
Liftig of first beam (241020).
Positioning of first beam.
Positioning of second beam.
Beam launching completed.
Steel bar for RC deck.
Preparation of formwork and rebar for bridge deck.
Installation of precast parapet.
Completion in installation or RC parapet and RC decking.
Granular material compacted at approach slab.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Completed bridge.
Existing bridge at Sg. Menora
01/23 
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