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  • Jeram Panjang Bridge, Rembau, Negeri Sembilan: Alternative Design of Pretensioned M-Beams based on the As-Built Piling Layout and Pier Position

    Malaysia

    Jeram Panjang Bridge, Rembau, Negeri Sembilan

    Malaysia | Completed

    Jeram Panjang Bridge, Rembau, Negeri Sembilan: Alternative Design of Pretensioned M-Beams based on the As-Built Piling Layout and Pier Position

    • Carried out bridge alignment design and precast beam layout to suit the as-built pier position.
    • Analysed and designed the pretensioned M-beams with varying length to suit the required span length based on as-built pier position.
  • Sunway Montana Suspension Bridge, Melawati, KL: Design of Pedestrian Suspension Bridge at Hill Slope

    Malaysia

    Sunway Montana Suspension Bridge, Melawati, KL

    Malaysia | Completed

    Sunway Montana Suspension Bridge, Melawati, KL: Design of Pedestrian Suspension Bridge at Hill Slope

    • Carried out bridge alignment design and feasibility study on bridge construction method.
    • Analysed and designed the bridge.
    • Compile drawings and Bill of Quantities for Project Costing
  • LRT Viaduct at Putra Height LRT Depot, Selangor: Alternative Design of LRT Viaduct from Single Span Prestressed Box Girder to Continuous RC Box Girder

    Malaysia

    LRT Viaduct at Putra Height LRT Depot, Selangor

    Malaysia | Completed

    LRT Viaduct at Putra Height LRT Depot, Selangor: Alternative Design of LRT Viaduct from Single Span Prestressed Box Girder to Continuous RC Box Girder

    • Analysed and designed the reinforced concrete box girders as 4-span continuous bridge.
    • Analysed and designed the slender piers as monolithic frames.
  • Cahaya SPK Dedicated Ramp, Shah Alam, Selangor: Design of 3-Span Integral Bridge by Precast Prestressed Box Beams made Monolithic with Bent Piers

    Malaysia

    Cahaya SPK Dedicated Ramp, Shah Alam, Selangor

    Malaysia | Completed

    Cahaya SPK Dedicated Ramp, Shah Alam, Selangor: Design of 3-Span Integral Bridge by Precast Prestressed Box Beams made Monolithic with Bent Piers

    • Analysed and designed the 3-span pile bent integral bridge built with precast box beams stitched to the cast in-situ hammerhead by continuity tendons.
    • Designed the temporary work for holding the precast box beams over highway during stitching using steel girders and prestress tie-down bars
    • Analysed and designed the approach spans using multiple span of 15m RC twin-rib bridge.
  • Approach Spans for Sitompok Bridge, Kuala Penyu, Sabah: Multiple Span Integral Bridge by Precast T-Beam 33m Made

    Malaysia

    Approach Spans for Sitompok Bridge, Kuala Penyu, Sabah

    Malaysia | Completed

    Approach Spans for Sitompok Bridge, Kuala Penyu, Sabah: Multiple Span Integral Bridge by Precast T-Beam 33m Made

    • Analysed and designed the integral the integral bridge as 4-span modules with piers.
    • Designed integral abutment for the bridge.
  • Sitompok Bridge, Kuala Penyu, Sabah: 5-Span Prestressed Box Girder Bridge by Cast In-Situ Balanced Cantilever Construction Method

    Malaysia

    Sitompok Bridge, Kuala Penyu, Sabah

    Malaysia | Completed

    Sitompok Bridge, Kuala Penyu, Sabah: 5-Span Prestressed Box Girder Bridge by Cast In-Situ Balanced Cantilever Construction Method

    • Analysed and designed the integral multiple continuous span box girder bridge.
    • Designed elevated pile cap with spun piles for vessel collision road.
  • Karamunsing Bridge, Sabah: Alternative Design of Precast Prestressed Rib Beams

    Malaysia

    Karamunsing Bridge, Sabah

    Malaysia | Completed

    Karamunsing Bridge, Sabah: Alternative Design of Precast Prestressed Rib Beams

    • Designed precast prestressed rib beams as alternative to the conforming steel girders.
    • Optimized beam depth to 700mm to allow higher free board.
  • USJ-KESAS Flyover, Selangor: RC Twin Rib Integral Bridge

    Malaysia

    USJ-KESAS Flyover, Selangor

    Malaysia | Completed

    USJ-KESAS Flyover, Selangor: RC Twin Rib Integral Bridge

    • Analysed and Designed RC full integral bridge with twin rib on pile bent foundations.
    • Designed abutment with monolithic connections and pile bent, 600dia spun piles.
  • Steel Arch Bridge of the Pulau Bunting Sea Crossing, Kedah

    Malaysia

    Steel Arch Bridge of the Pulau Bunting Sea Crossing, Kedah

    Malaysia | Completed

    Steel Arch Bridge of the Pulau Bunting Sea Crossing, Kedah

    • Designed of a 80m span basket handled bow- string steel arch with composite deck slab which involved off site fabrication & Assembly and lifted to position from barge
    • Designed bridge structures at various construction stages and advised on the construction method.
    • Designed and planned for the temporary structure and heavy lifting of the steel arch until lifted in position.
  • Juru Ramp Bridge, Penang: Precast Box Beam made Monolithic with Piers

    Malaysia

    Juru Ramp Bridge, Penang

    Malaysia | Completed

    Juru Ramp Bridge, Penang: Precast Box Beam made Monolithic with Piers

    • Alternative design of the bridge to adopt precast box beams and made monolithic with piers.
    • To extend the span lengths, prestressed hammerheads are casted first and later precast beams are dropped in for stitching as monolithic structure.
  • Bridge over Sungai Sebelak, Roban, Sarawak: Cast In-Situ Prestressed Box Girder (65/120/65m) built by Cantilever Construction with Anchor Span on Falsework

    Malaysia

    Bridge over Sungai Sebelak, Roban, Sarawak

    Malaysia | Completed

    Bridge over Sungai Sebelak, Roban, Sarawak: Cast In-Situ Prestressed Box Girder (65/120/65m) built by Cantilever Construction with Anchor Span on Falsework

    • Carried out alternative design of the prestressed segmental box girder using cantilever construction method with cast in-situ anchor spans
    • Design of Temporary Fixity System and carry out Construction Stage Stability Analysis
    • Designed the falsework for the cast in-situ anchor spans and box girder stitching segment.
  • Suspension Bridge, Broga, Selangor: Pedestrian Bridge with Main Span 68m

    Malaysia

    Suspension Bridge, Broga, Selangor

    Malaysia | Completed

    Suspension Bridge, Broga, Selangor: Pedestrian Bridge with Main Span 68m

    • Analysed and designed the suspension bridge as flexible deck structure.
    • Designed the 30m pylon, foundation with micro piles and wire rope anchoring system at abutments.
  • Iconic Pedestrian Bridge, Terengganu: Design of Single plan Steel Arch with Truss Deck of Curve Length 45m

    Malaysia

    Iconic Pedestrian Bridge, Terengganu

    Malaysia | Completed

    Iconic Pedestrian Bridge, Terengganu: Design of Single plan Steel Arch with Truss Deck of Curve Length 45m

    • Designed the single-plane steel arch as a fixed arch to support the curve deck using cable hanger system
    • Provided technical support and construction engineering service to the contractor including the precamber analysis, cable force tuning and stability check of the structure during the erection stages.
    • Design the foundations as fixed-arch integral bridge using micropile as both tension and compression piles.
  • Pulau Sekati Bridge at Lusong-Teluk Pasu, Terengganu: Alternative Design of 3-Span Prestressed Box Girder Balanced Cantilever Bridge

    Malaysia

    Pulau Sekati Bridge at Lusong-Teluk Pasu, Terengganu

    Malaysia | Completed

    Pulau Sekati Bridge at Lusong-Teluk Pasu, Terengganu: Alternative Design of 3-Span Prestressed Box Girder Balanced Cantilever Bridge

    • Carried out design optimization on the cast in-situ prestressed box girder bridge with span length of 85/120/85m built on form travelers using the balanced cantilever construction method.
    • Designed the elevated pile cap supported on spun piles for high vessel collision load and monolithic piers.
  • Tasek Kenyir Bridge, Terengganu: Alternative Design of Prestressed Balanced Cantilever Box Girder Bridge with Main Span 100m and side span 70m

    Malaysia

    Tasek Kenyir Bridge, Terengganu

    Malaysia | Completed

    Tasek Kenyir Bridge, Terengganu: Alternative Design of Prestressed Balanced Cantilever Box Girder Bridge with Main Span 100m and side span 70m

    • Carried out design optimization on the balanced cantilever box girder bridge.
    • Carried out pre-camber analysis and prepared the pre-camber chart.
    • Analysed and designed the temporary work for closure pour segments at midspan & end spans.
  • Ampang- Kuala Lumpur Elevated Highway East Bound km 4.6 – km 6.0 (AKLEH) Phase 2

    Malaysia

    Ampang- Kuala Lumpur Elevated Highway Eastbound km 4.6 - km 6.0 (AKLEH) Phase 2

    Malaysia | Completed

    Ampang- Kuala Lumpur Elevated Highway East Bound km 4.6 – km 6.0 (AKLEH) Phase 2

    • Carried out Alternative Design to the bridge structures from the foundation to superstructures of the 1.4km Elevated Viaduct.
    • Designed the Elevated viaducts with precast pretensioned and post-tensioned beams supported on pile-bent system.
    • Carried out design check and advised the contractor to solve various site and construction problems.
  • Cadangan Perlaksanaan Bagi Pembinaan Flyover & Terowong Di Pembangunan Taman LTAT 2 dan LTAT 3, Bukit Jalil, Mukim Petaling, Wilayah Persekutuan, Kuala Lumpur

    Malaysia

    Cadangan Perlaksanaan Bagi Pembinaan Flyover dan Terowong Di Pembangunan Taman LTAT 2 dan LTAT 3, Bukit Jalil, Mukim Petaling, Wilayah Persekutuan, Kuala Lumpur

    Malaysia | Completed

    Cadangan Perlaksanaan Bagi Pembinaan Flyover & Terowong Di Pembangunan Taman LTAT 2 dan LTAT 3, Bukit Jalil, Mukim Petaling, Wilayah Persekutuan, Kuala Lumpur

    • Carry out alternative design of the main crossings, elevated in-ramps and out-ramps from Jalan Bukit Jalil into Taman LTAT2
    • Designed the bridge structures of the directional ramps with Cast in-situ RC twin ribs and RC spine beams
    • Carried out alternative design of the crossing with multiple spans of cast in- situ prestressed box girders consisted of a combination of 4-span module (46/62.5/62.5/46m) and 2-span module (50m/50m)
  • Menaiktaraf Jalan Ayer Keroh Ke Bandar Melaka [Fasa 1: Pembinaaan Persimpangan Peringgit Dan Persimpangan MITC Interchange No.7]

    Malaysia

    Menaiktaraf Jalan Ayer Keroh Ke Bandar Melaka [Fasa 1: Pembinaaan Persimpangan Peringgit Dan Persimpangan MITC Interchange No.7]

    Malaysia | Completed

    Menaiktaraf Jalan Ayer Keroh Ke Bandar Melaka [Fasa 1: Pembinaaan Persimpangan Peringgit Dan Persimpangan MITC Interchange No.7]

    • Carried out alternative Design of the bridge using cast in-situ Segmental Box Girder by Balanced Cantilever Construction method.
    • Designed the monolith cantilever crosshead to support the 120m main spans box girder bridge to avoid numerous traffic obstruction during construction over a busy traffic junction.
    • Reviewed and approved the contractor’s proposal and submissions of the temporary  work and construction methods.
  • Privatisation of Lebuhraya Pesisiran Pantai Barat (Taiping-Banting) KAPAR Interchange- ASSAM JAWA Interchange (Section 6)

    Malaysia

    Privatisation of Lebuhraya Pesisiran Pantai Barat (Taiping-Banting) KAPAR Interchange - ASSAM JAWA Interchange (Section 6)

    Malaysia | Completed

    Privatisation of Lebuhraya Pesisiran Pantai Barat (Taiping-Banting) KAPAR Interchange- ASSAM JAWA Interchange (Section 6)

    • Carried out alternative design of the 9 elevated viaducts and bridge structures
    • Review the contractor’s submissions and provide technical support to contractor during bridge constructions
    • Prepared Bill of Quantities and quantity taking off for contractor’s costing and calling for sub-con tender.
  • Cadangan Pelan Jalan Dan Perparitan Bagi Cadangan Membina Jejambat Fasa-1 ke 3 Atas Rezab Jalan Dataran Bandar Utama Yang Menghubungi Projek Pembangunan PT 37650 Ke Dataran Bandar Utama, PJU 6, Petaling Jaya Untuk Tetuan Bandar Utama City Assets Sdn Bhd

    Malaysia

    Cadangan Pelan Jalan Dan Perparitan Bagi Cadangan Membina Jejambat Fasa-1 ke 3 Atas Rezab Jalan Dataran Bandar Utama Yang Menghubungi Projek Pembangunan PT 37650 Ke Dataran Bandar Utama, PJU 6, Petaling Jaya Untuk Tetuan Bandar Utama City Assets Sdn Bhd

    Malaysia | Completed

    Cadangan Pelan Jalan Dan Perparitan Bagi Cadangan Membina Jejambat Fasa-1 ke 3 Atas Rezab Jalan Dataran Bandar Utama Yang Menghubungi Projek Pembangunan PT 37650 Ke Dataran Bandar Utama, PJU 6, Petaling Jaya Untuk Tetuan Bandar Utama City Assets Sdn Bhd

    • Designed the bridge of complicated alignment and profiles using precast modified U & T-beam superstructure to reduce the span numbers and foundation works.
    • Designed the bridge foundation as large diameter mono-pile bent system to avoid traffic obstruction, including the design of eccentric L-shape crossheads.
    • Prepared Bill of Quantities and quantity taking off for cost estimation and ensure the construction cost is within client
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