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

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

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)  

S.O.: Lembaga Lebuhraya Malaysia (LLM)  

Consultant: Jurutera Perunding RiZ Sdn Bhd (alternatvie design)

Contractor: Ekovest Construction Sdn Bhd  

Contract Period:

Construction Status: Under Construction