Construction of J.P. Magufuli Extradosed Cable-Stayed Bridge (3.0 km) at Mwanza, Tanzania, near Kigongo / Busisi Ferry

Katelula Salum Kaswaga

Prestress Technology ›› 2025, Vol. 3 ›› Issue (2) : 54 -68.

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Prestress Technology ›› 2025, Vol. 3 ›› Issue (2) : 54 -68. DOI: 10.59238/j.pt.2025.02.005
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Construction of J.P. Magufuli Extradosed Cable-Stayed Bridge (3.0 km) at Mwanza, Tanzania, near Kigongo / Busisi Ferry

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Abstract

The J.P. Magufuli extradosed bridge is currently under construction. This bridge crossing Lake Victoria has an overall length of 3,000 m and a deck width of 28.45 m to accommodate 4 lanes of 3.5 m wide carriageways of vehicular traffic, a shoulder of 2.5 m+2.5 m for emergency parking and vehicle breakdown on each side, a 2.5 m+2.5 m footpath for pedestrians on each side, and a median of 2.45 m. The structural arrangement of the main bridge is 100 m+160 m + 160 m+100 m = 520 m, and the approach bridge prestressed concrete (PSC) beam bridge L = 2,480 m (including 31@40=1,240 m on each side). The superstructure is an extradosed bridge with an RCC deck with three RCC pylons 18.856 m in height. The girder heights at the mid-span and end-span are 5.4 m and 3.2 m, respectively. This paper discusses the construction aspects of the J.P. Magufuli bridge along with the details of a special traveling formwork (Form-Traveller) that is used to enable balanced cantilever construction, Pylons, PC House construction for the Pile Cap, and Deck Slab Partial Depth Panel for Deck Slab Construction.

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extradosed bridge / cantilever construction / travelling formwork / climbing formwork / deck slab panel / PC house / pile cap / pylons

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Katelula Salum Kaswaga. Construction of J.P. Magufuli Extradosed Cable-Stayed Bridge (3.0 km) at Mwanza, Tanzania, near Kigongo / Busisi Ferry. Prestress Technology, 2025, 3(2): 54-68 DOI:10.59238/j.pt.2025.02.005

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References

[1]

Mike S.; Andreas A.; Thierry D.; Akio K.; José R. M.; Serge M.; Chithambaram S,; Juan S. Extradosed Bridges; Interna-tional Association for Bridge and Structural Engineering: 2020.

[2]

John E.; Christian B.; Bruno B.; Ruan X.; Tobia Z. Sustainable Structural Engineering; International Association for Bridge and Structural Engineering: 2015.

[3]

Corven, J.; Moreton, A.J. Post-Tensioning Tendon Installation and Grouting Manual; FHWA-NHI-13-026: 2013.

[4]

Final Detailed Design Report for the Construction of the Kigongo-Busisi Bridge (3,000m) and its Approach Roads.

[5]

The United republic of Tanzania, M.o.W. Standard Specification for Roads Works. 2000.

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