43 x Bridges with various lengths and span varying between 8 meters and 35 meters. [...]
Design of 4.6 km long Road including Alignment of Road, Base, Sub Base, Pavement Design Culverts and small bridges etc. NDA provided Topographic Survey, Geotechnical Investigation, Geometric Design, Pavement Design and Electrification Design, Construction Drawings.
Design of 2.5 Km long Road including Alignment of Road, Base, Sub Base, Pavement Design Culverts and small bridges etc. NDA provided Topographic Survey, Geotechnical Investigation, Geometric Design, Pavement Design and Electrification Design, Construction Drawings.
Design of 6 km long road including Alignment of Road, Base, Sub Base, Pavement Design Culverts and small bridges etc. NDA provided Topographic Survey, Geotechnical Investigation, Geometric Design, Pavement Design and Electrification Design, Construction Drawings.
Design of 6 Km long Road including Alignment of Road, Base, Sub Base, Pavement Design Culverts and small bridges etc. NDA provided Topographic Survey, Geotechnical Investigation, Geometric Design, Pavement Design and Electrification Design, Construction Drawings.
Design of 6 km long Road including Alignment of Road, Base, Sub Base, Pavement Design Culverts and small bridges etc. NDA provided Topographic Survey, Geotechnical Investigation, Geometric Design, Structural Design, Pavement Design and Electrification Design, Construction Drawings.
Hired by Byrne Looby Partner, Dublin, Ireland, NDA provided Civil/Structural Design of Mooring Dolphin, Rear Crane Beam and Capping Beam.
NDA provided complete Design Services and Construction Drawings. The Bridge is located in a seismically active area (Zone 4) close to an active fault. Multi-mode response spectrum analysis was carried out to assess the Response of the Bridge to Seismic Excitation. This was a pre-stressed concrete Box Girder Bridge built by the Cantilever Method, with a maximum span of 109 meters.
NDA Provided Complete Design Services and Construction Drawings. The Bridge is located in a seismically active area (Zone 4) close to an active fault. Multi-mode response spectrum analysis was carried out to assess the Response of the Bridge to Seismic Excitation. This is a Pre-stressed Concrete Box Girder Bridge built by the Cantilever Method, with a maximum span of 89 meters.
NESPAK hired NDA to provide the Structural Design for two Pre-cast pre-stressed concrete girder bridges having spans of 21 meters, two Pedestrian Bridge and twenty seven Culverts
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