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DURA 70m Girder Used at Duke , Section 2 Interchange 3 Ramp 3A

Project: Interchange 3 - Pandan - Duke Phase 3, Section 2 (Salak - Pandan), Construction & Completion of Bridge Structure Works for Pandan Interchange (Ramp 3A Only)

GPS Location: 3.138564°N, 101.721205°E (61.5m Ramp R3A/P7 – R3D/P4); 3.138622°N, 101.720946°E (70m Ramp R3A/P7 – R3A/P8); 3.138693°N, 101.720534°E (61.8m Ramp R3A/P8 – R3A/P9)

Structure Type: Three Spans UHPC PT U-Girder with Composite Bridge System.

Superstructure Feature
: Total 3 pieces of DURA® UBG2500 – 60.2m – 61.7m and 2 pieces of DURA® UBG3000 – 69.8m 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) 

S.O.: Lembaga Lebuhraya Malaysia (LLM) 

Consultant: EDP Consulting Group Sdn Bhd

Contractor: Ekovest Construction Sdn Bhd / Pembinaan Jemerlang Sdn Bhd

Contract Period:

Construction Status: Under Construction

%MCEPASTEBIN%
Unloading of UBG2500 segment for beam assembly (180520).
Pier P7 where the beam sit.
Unloading of UBG2500 segment for beam assembly (180520).
Pier P7 where the beam sit.
Unloading of UBG2500 segment for beam assembly (180520).
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DURA Long Span U Girder Used in Duke 3 Section 2 from Pier 21 to Pier 50

Project: Setiawangsa - Pantai Expressway (SPE) - DUKE Phase 3, Section 2 (Pier P21 – P50)

GPS Location: 3.130406 N; 101.718122 E (55.6m ML/P49 – ML/P50); 3.126035 N; 101.715160 E (63.2m ML/P32 – ML/P33); 3.123310 N; 101.713464 E (59.1m ML/P23 – ML/P24); 3.122491 N; 101.712953 E (59.1m ML/P21 – ML/P22)               

Structure Type: Total Eight Spans of PT Segmental UHPC U-Girder Composite Bridge System.  

Superstructure Feature: Total 18 pieces of DURA® UBG2500 – 55.5m – 59.1m and 6 pieces of DURA® UBG3000 – 63.2m (Av.) 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)

S.O.: Lembaga Lebuhraya Malaysia (LLM)

Consultant: EDP Consulting Group Sdn Bhd

Contractor: Ekovest Construction Sdn Bhd / Azutama

Construction Status: Under Construction

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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