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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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