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2017 Projects

Single Span 55m DURA Composite Bridge used at Tumpat, Kelantan


Project: Upgrading The Morak-Talent-Fourth Street [4] Tok Mek Ngah, Tumpat, Kelantan [Fasa 2].

(Menaiktaraf Jalan Morak-Kebakat-Cabang Empat [4] Tok Mek Ngah, Tumpat, Kelantan [Fasa 2].)

GPS Location: 6.147124N, 102.189201 E

Structure Type: Single Span 55m x 22.5m wide Composite Bridge System.

Superstructure Feature: 7 pieces of DURA® UBG2000-55m

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

Foundation Feature: 500mm dia. Spun pile (Class B)

Loading Type: HA + KEL loading + 45 Units HB Loadings (BD37/01)

Client: Kerajaan Negeri Kelantan / JKR Kelantan    JKR

Consultant: Concrete Technology Sdn Bhd

Contractor: D’ Intan Trade Bina Sdn Bhd (G7)

Contract Period: 18 months

Construction Status: Completed
Sungai Batu Tampar bridge existing site.
Piling work is in progress.
Casting of abutment A in progress.
Unloading UBG2000 segment at open space (260516).
First beam DURA UBG2000-55m aligned (260516).
First beam DURA UBG2000-55m aligned (260516).
Three beams aligned.
Abutments A and B partially constructed.
2 units of 160 tonens mobile cranes parked behind the abutments and ready for beam launching (171016).
Lifting of first DURA UBG2000-55m.
Two U beams positioned (171016).
Six beams positioned (191016).
Lifting of last beams (191016).
Seven number of DURA UBG2000-55m launched (201016).
Side view of the new launched Tumpat bridge girders.
Construction of in-situ RC composite decking.
Construction of in-situ RC composite decking.
Construction of wingwall of abutment B.
Construction of approach slab.
Installation of precast parapets.
Newly finished single span 55M long fully-integral composite bridge.
Completed Bridge
Completed Bridge
Completed Bridge
Completed Bridge
Sungai Batu Tampar bridge existing site.
01/25 
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DURA Light-Weigt Bridge System Used in Pos Hendrop


Project: To Upgrade Rural Road of 19KM at Pos Hendrop, Mukim Ulu Nenggiri, Gua Musang, Kelantan Darul Maim


(Menaiktaraf Jalan Kampung Sepanjang 19KM Di Pos Hendrop, Mukim Ulu Nenggiri, Gua Musang, Kelantan Darul Maim)

GPS Location: 4.71685 N, 101.55253 E (Bridge 1); 4.718020 N, 101.55253 E (Bridge 2); 4.72700 N, 101.53364 E (Bridge 3);
                        4.730966 N, 101.51705 E (Bridge 4); 4.74706 N, 101.48913 E (Bridge 5); 4.747055 N, 101.48700 E (Bridge 6)

Structure Type: Single Span 12 and 18m x 6m wide Composite Bridge System.

Superstructure Feature: 4 pieces of DURA® IB650-12m per bridge (Bridge 1 to 5) and 4 pieces of DURA® IB650-18m (Bridge 6)

Substructure Feature: 2 nos. of cast in-situ RC abutments per bridge

Foundation Feature: steel fiber reinforced mass concrete

Loading Type: HA + KEL loading + 30 Units HB Loadings (BD37/01)

Client: JAKOA    Jakoa New           S.O.: Felcra Berhad    felcra berhad

Consultant: Jurutera Perunding Marak Bersekutu

Contractor: Chengaljati Sdn Bhd

Contract Period: 29 months

Construction Status: Completed
Project signboard and detail.
Existing old bridge.
Existing old bridge.
Existing old bridge.
Unloading IB650-12m using one unit 20 tonnes mobile crane.
DURA beams and left-in formworks store at site office.
Completed bridge 1.
Completed bridge 1.
Soffit view of bridge 1.
Completed bridge 2.
Completed bridge 2.
Completed bridge 3.
Completed bridge 3.
Project signboard and detail.
01/13 
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13 Nos. of DURA Bridges Used in JPS Kedah Flood Mitigation Project

anak bukit panaroma 1

Project
: Pembinaan Lencongan Sungai Baru (CH0 - CH12600) Dan Menaiktaraf Sungai Anak Bukit (CH0 - CH1750) Serta Kerja-Kerja Berkaitan. Racangan Tebatan Banjir Sungai Kedah/Anak Bukit, Kedah. (Light Traffic Bridge).

(The Construction of New River Detour (CH0-CH12600) and Upgrading of Sungai Anak Bukit (CH0-CH1750) and Other Related Works. Flood Mitigation Plan at Sungai Kedah/Anak Bukit, Kedah. (Light Traffic Bridge).

Nos. of Bridge: 13 

GPS Location: 6.12542N, 100.31113E (Bridge 1); 6.13222N, 100.31421E (Bridge 2); 6.13874N, 100.32272E (Bridge 3); 6.14980N, 100.33459E (Bridge 4); 6.15451, 100.33882 (Bridge 5); 6.15916N, 100.34297E (Bridge 6); 6.16231N, 100.34579E (Bridge 7); 6.16991N, 100.35258E (Bridge 8); 6.18435N, 100.35480E (Bridge 9); 6.19054N, 100.35891E (Bridge 10); 6.19279N, 100.35980 E (Bridge 11); 6.19762N, 100.36559E (Bridge 12); & 6.19941N, 100.36692E (Bridge 13).

Structure Type: Three Spans: 20.5+42+20.5 = 83m long x 4.75m wide DURA composite bridge

Superstructure Feature: 6 pieces of DURA® IB650-20m & 1 piece of DURA® UBG1750-42m  per bridge

Substructure Feature: 2 nos. of cast in-situ RC abutments and 2 nos. cast in-situ RC piers

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

Loading Type: HA + KEL loading Only (BD37/01)

Client: JPS Malaysia  jps

S.O.: JPS Alor Setar, Kedah

Consultant: Jurutera Perunding Concrete Technology (Alternative Design)

Contractor: Redmax Sdn Bhd / Maltecon Builder Sdn. Bhd.

Contract Period: 12 months

Construction Status: Completed

 

LTB9 site (18/05/2015).
PDA test in progress, tested load 142 tons (18/05/2015).
Two nos. of 450mm dia. Spun pile have been driven to length (18/05/2015).
Unloading U-beam segment (01/07/2015).
Three U beam segments unloaded (01/07/2015).
Unloading I-beams (02/07/2015).
Cleaning of PT ducts before beam assembly.
Assmebly of UBG1750-42m using 45 tonnes mobile crane.
Lifting of UBG segment
Two segments assembled.
Lifting of last segment.
Positioning of last end segment.
Positioning of DURA IB650-20m for external span.
Timber formwork use for external span.
Concreting in-situ RC decking.
Complete Bridge 3.
LTB9 site (18/05/2015).
01/16 
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