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Dura U Beams Firstly Used in LLM Project- Duke 3 Section 2


Project: Setiawangsa– Pantai Expressway (SPE) – DUKE Phase 3
(Pier 66 to Pier 75) for Mainline (Section 2– Salak To Pandan)

GPS Location
: 3.137151 N; 101.721663 E (60m ML/P74 – ML/P75); 3.136675 N; 101.721167 E (59.1m ML/P73 – ML/P74); 3.136212 N; 101.720660 E (60m ML/P70 – ML/P72); 3.135806 N; 101.720275 E (62.7m ML/P68 – ML/P70); 3.135311 N; 101.719892 E (62.1m ML/P66 – ML/P68)

Structure Type: 5 Spans of 294m by 12.5 to 24m Wide Double Decker Composite Bridge System (Total Ten Spans with Floor Area of 10020m2)

Superstructure Feature: Total 40 pieces of DURA® UBG2500-55.2m – 61.8m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC piers

Foundation Feature: 1.2m Dia. Bored Piles

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

Client: Lembaga Lebuhraya Malaysia (LLM)  Logo Lembaga Lebuhraya Malaysia

S
.O.: Lembaga Lebuhraya Malaysia (LLM)  Logo Lembaga Lebuhraya Malaysia

Consultant: Jurutera Perunding RiZ Sdn Bhd (alternatvie design)

Contractor: Ekovest Construction Sdn Bhd  EKOVESTlogo

Contract Period:

Construction Status: Under Construction

Project signboard.
Existing site view.
Existing site view.
Location of Piers P68 LHS bore pile completed.
Location of Piers P72-P73.
Location of Piers P68 &P70 RHS HDC in progress (01032019).
Location of Piers P70L bore pile completed (01032019).
Location of Piers P65L HDC(01032019).
Location of Piers P66 LHS HDC completed (01032019).
Concreting pile cap for Pier P68R (270619).
Bored piles at Pier 70.
Unloading of UHPC portal shell using 2 units of 45t mobile cranes (100220).
Assembly of first portal shell segment (100220).
Project signboard.
01/13 
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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.
1/7 
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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.
01/17 
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