Projects
Manyovu bridge located in Tanzania
Design of a 40m long bridge with 2 spans each of 20m long made of a solid slab bridge deck. Bridge complexity was due to the radius of 29.5m, a superelevation of 5%, sloping at 6% and a large skew angle of 54.50. The Bridge was also presented at Midas Design Software expert webinar presentation.
Hargeisa Bypass Bridge located in Somaliland.
Design of a 210m long bridge, with 14 spans each of 15m long made of RC girders. Bridge complexity was due to the nature of poor soils which required the use of deep foundations (piles)
Kira-Matugga Road Project located in Kampala Uganda.
Designed 10 boxes culverts with cells spanning 5m and 3m high. Also designed 4 bridges with one 100 m long vehicular bridge with 3 spans of 30-40-30m and a deck made of a concrete box girder, as well as 3 pedestrian bridges. The design complexity was caused by most bridge locations being in densely populated urban areas with very little or no working space.
Design and build of Masindi (Kisanja)- Park Junction and Tangi Junction-Paraa-Buliisa
Upgrading Road Project (147 kms). Structural design of 7 bridges. 6 bridges made of composite construction with spans ranging from 20 to 30m and one 530m long bridge crossing the Nile River (40m spans) made of prestressed post tensioned girders. Bridge complexity was due to the poor soils that called for deep foundations and the design and construction of mono pile which were constructed through the 12m depth of the Nile river water and another 40 m penetrating clay soil layers.
Uganda Revenue Authority Tower.
Design and construction supervision of a 23 storied building in Kampala Uganda. The project consisted of the design of a steel roof structure with a 13m cantilever and a grid of pinned 3d space frame columns, a conference hall with a concrete roof spanning 15m with no intermediate columns and a 6 stories car park with a flat slab spanning 6m. The main tower was designed with concrete columns, shear walls and a floor system to resist wind of 30 m/s and an earthquake excitation with a peak ground acceleration of 0.08g.
Zigama CSS Nyarugenge in Kigali Rwanda
Designed, detailed and carried out construction supervision of an 11-story building. The complexity of the building was mainly in the construction of a 10m basement with high raised buildings on either side calling for the support of these building foundations by soil nailing. The building was designed with concrete columns, shear walls and a floor system to resist wind of 35 m/s and an earthquake excitation with a peak ground acceleration of 0.16g.
Katosi Water Project in Katosi Uganda
CAT III check of various water retaining structures including but not limited to flocculators, backwash tanks, chlorine tank and 4 reservoir tanks each having a 50m diameter and an intake structure that was located 500m off the shores of Lake Victoria.
