The bridges are in reinforced concrete with beams in prestressed reinforced concrete, with the exception of bridge N. 2 which has reinforced concrete beams.

Non-destructive tests and static load testing have been carried out on reinforced concrete and pre-stressed concrete structural elements of the 7 bridges in order to identify the mechanical properties of the materials and any significant state of degradation.

Structural modelling and checks have been carried out to define the possible required strengthening interventions, which have been designed as well.

Bridge N. 1 at Abakaliki - LOT 1

No. 3 spans with a total length of 62.00 m and a total width of 10.30 m

Bridge N. 2 at Ibeagu - LOT 1

No. 2 spans with a total length of 31.00 m and a total width of 10.30 m

Bridge N. 3 at Inuakpu - LOT 1

No. 2 spans of 25.00 m each. The total width is equal to 10.30 m.

Bridge N. 4 at Mfuma - LOT 1

No. 5 spans of 22.00 m each for a total length of 110.00 m. The total width is equal to 10.30 m.

Bridge N. 5 (skew) - LOT 1

No. 4 spans of 22.00 m each for a total length of 88.00 m. The total width is equal to 10.30 m.

Bridge N. 6 at Kamelron - LOT 1

No. 6 spans with a total length of 120.00 m. The total width is equal to 10.30 m. ;

Bridge N. 7 - Amatka Bridge - LOT 2

No. 3 spans of 20.00 m each. The total width is equal to 10.30 m.

Non-destructive testing and engineering design (2011) for CCECC - Road Sector Development Team (RSDT) - Nigeria.