CEO, PBL Group Ltd., Bangkok PBL Group' Presentation Handouts PBL Group Ltd. 8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road, Lardyao, Jatujak, Bangkok 10900,Thailand. Part 2 Examples of Bridges and Girders (Completed and on-going projects) To be on display until arrival of delegation Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok 1

Thimphuchu Bridge, Bhutan for the Royal Government of Bhutan Steel Arch structure with PT slab Span = 78.60 m Strand Type = 0.6” Anchorage Type M1206 = 8 No. in beams Anchorage Type SF 206 = 80 No. in slab Total quantity = 11 Tons

Thimphuchu Bridge, Bhutan for the Royal Government of Bhutan Client  Royal Government of Bhutan Funded by  Royal Government of Bhutan Tech. Support  JICA, Japan International Cooperation Agency Designer  Slaich Bergerman Consultantcy Supervision  Green Place & Acecoms, AIT Joint-Venture Contractor  Gaseb, Bhutan & Simplex, India Joint-Venture Project Value  52,000,000 NU (1,155,555.00 USD)

Thimphuchu Bridge, Bhutan Tendon Layout

Thimphuchu Bridge, Bhutan Sectional Details

Section at the Junction of Edge Beam & Cross Beam Thimphuchu Bridge, Bhutan Section at the Junction of Edge Beam & Cross Beam

Thimphuchu Bridge, Bhutan Laid-out Tendons

Semtokha-Rongchu Bridge, Bhutan for the Royal Government of Bhutan Semtokha-Rongchu Bhutan Semtokha-Rongchu Bridge, Bhutan for the Royal Government of Bhutan 2 nos. Box Girders with 2 webs Span = 45.00 m Strand Type = 0.6” Anchorage Type M2206 = 40 No. in web Total quantity = 24 Tons

Semtokha-Rongchu Bridge, Bhutan for the Royal Government of Bhutan Semtokha-Rongchu Bhutan Semtokha-Rongchu Bridge, Bhutan for the Royal Government of Bhutan Client  Royal Government of Bhutan Funded by  Royal Government of Bhutan Tech. Support  JICA, Japan International Cooperation Agency Designer  Green Place & Acecoms, AIT Joint-Venture Supervision  Green Place & Acecoms, AIT Joint-Venture Contractor  Rinson, Bhutan & Gannon, India Joint-Venture Project Value  27,000,000 NU (600,000.00 USD)

Semtokha-Rongchu Bhutan

Semtokha-Rongchu Bhutan

Semtokha-Rongchu Bhutan Details at End Pier

Cross Section at End Pier Cross Section at Mid-span Semtokha-Rongchu Bhutan Cross Section at End Pier Cross Section at Mid-span

Installation Work in Progress Semtokha-Rongchu Bhutan Installation Work in Progress

Semtokha-Rongchu Bhutan Installation Set-up

Equipment Handling & Operation Semtokha-Rongchu Bhutan Equipment Handling & Operation

Semtokha-Rongchu Bhutan Wedges and Strands

Semtokha-Rongchu Bhutan De-shuttering

Bang Pakong Bridge, Thailand 295 Girders Span = 25.00/35.00 m Strand Type = 0.5” (12.7mm) Anchorage Type M1205, M1905

Bang Pakong Bridge, Thailand Contractor  Vijitpan Construction Co,Ltd. Owner  Highway Department of Thailand Supervision  Highway Department of Thailand

Bang Pakong Bridge, Thailand Horizontal Plan Vertical Plan I-Girder of Lengths 25 m and 35 m

Reinforcement Details Bang Pakong Bridge, Thailand Reinforcement Details I-Girder of Lengths 25 m and 35 m

Bang Pakong Bridge, Thailand Sections A-A and B-B I-Girder of Lengths 25 m and 35 m

Bang Pakong Bridge, Thailand Sections C-C and D-D I-Girder of Lengths 25 m and 35 m

Bang Pakong Bridge, Thailand Girder Sections I-Girder of Lengths 25 m and 35 m

Rama VIII Bridge, Bangkok Owner  Bangkok Metropolitan Administration Funded by  Royal Thai Government Designer  Buckland and Taylor (Canada), Asdeco (Thailand) Consultant  Mott McDonald (UK) Contractor  KPV, China State, BBR JV

Cross Beam with Tendon Type M1906 Rama VIII Bridge, Bangkok Cross Beam with Tendon Type M1906

Anchor and Backspan PT Details Rama VIII Bridge, Bangkok Anchor and Backspan PT Details

Anchor and Backspan PT Section Details Rama VIII Bridge, Bangkok Anchor and Backspan PT Section Details

Anchor and Backspan Reinforcement Details Rama VIII Bridge, Bangkok Anchor and Backspan Reinforcement Details

Anchor and Backspan Reinforcement Details Rama VIII Bridge, Bangkok Anchor and Backspan Reinforcement Details

Ribbed Beam of Backspan Rama VIII Bridge, Bangkok Ribbed Beam of Backspan

Rama VIII Bridge, Bangkok Post-tension Tie Beam at Main Pylon Pile Cap

Standard Highway Girder Bridge Over Srattani-Poonpin River, Thailand Standard Highway Girder

Namdong Bridge, LAOS PDR I-Girder of 25 m length with PT Type M705

Precast Double-T Girder Thai Oil Jetty, Auo Udom, Cholburi, Thailand Precast Double-T Girder of 24.00 m span

Standard Hollow-Box Beam Vehicular Bridge over Klong Prapa, Thailand Standard Hollow-Box Beam

Highway Standard’ Pedestrian Bridge of I-Grider Chaengwattana Road, Thailand Highway Standard’ Pedestrian Bridge of I-Grider

Ground Anchors Production at Factory

Coil Awaiting Dispatch to Site Ground Anchors Coil Awaiting Dispatch to Site

Single Strand Stressing Jack General Stressing Equipment Single Strand Stressing Jack Capacity: 200 – 300 kN

Multi-Strand Stressing Jack General Stressing Equipment Multi-Strand Stressing Jack Capacity: 1100 – 9000 kN

Technical Data of TT 450 Stressing Jack General Stressing Equipment Technical Data of TT 450 Stressing Jack

General Stressing Equipment Hydraulic Pump

Anchorage and Tendon Data

Anchor Plate Casting Type M Grout Inlet Corrugated Metal Round Duct Wedges Anchor Head Type M Anchor Plate Casting Type M Grout Inlet Corrugated Metal Round Duct Anchorage Spiral Reinforcement Anchorage Components

Sample Board Type M 3106 Set-up

To be continued in Part 3. Work Examples - Buildings PBL Group' Presentation Handouts PBL Group Ltd. 8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road, Lardyao, Jatujak, Bangkok 10900,Thailand. To be continued in Part 3. Work Examples - Buildings To be on display until arrival of delegation Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok 53