Chalumna Bridge

Type: Double Curvature, Pre-Stressed Concrete Bridge
Construction Date: 1994 - 1996
Location: 40km south-west of East London, South Africa
S 33.166277° E 27.565702°
Chalumna Bridge is situated 40km south-west of East London and at its time of construction was considered an engineering marvel in South Africa. The construction of this bridge saw the pre-stressing of concrete technique to be implemented.

Furthermore, the deck was fully externally pre-stressed and launched on a double curvature. According to specialists, this method of construction resulted in a bridge that should be more durable and requires less maintenance in future.

Chalumna Bridge Instrumentation consists of the following:
  • Vibrating Wire Strain Gauge in the deck and sides, measuring concrete and re-enforcing strain.
  • Vibrating Wire Rebar Strain meter in the base, measuring strain on the reinforcing inside the concrete.
  • Vibrating Wire Surface Mounted Strain Gauges in the sides, measuring external concrete strain.
  • Vibrating Wire Load Cell measuring the pre-stressed steel cables.

Instruments installed in Bridge are intended to monitor:
  • Stresses and strain of the internal reinforcing and concrete;
  • Stresses and strain of the external concrete;
  • Total tension of the pre-stressed cables;
  • Stresses and strain of the horizontal reinforcing.

Installed Instruments Specification:
Concrete Strain Gauge (Piers, deck installation)
• Geokon Vibrating Wire Model 4210
Rebar Strain Meter (Piers, deck installation)
• Geokon Vibrating Wire Model 4911
Load Cell (Prestressed steel cables)
• Geokon Load Cells (Vibrating Wire) Model 4900

Designers: N/A

Consulting Engineers: Steward Scott Incorporated (SSI)

Contractors: Group 5

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