General Information
Beginning of works: | |
---|---|
Completion: | February 2001 |
Status: | in use |
Project Type
Structure: |
Quadruple girder bridge |
---|---|
Construction method: |
Longitudinal launching |
Material: |
Steel-reinforced concrete composite bridge |
Function / usage: |
Road bridge |
Support conditions: |
for registered users |
Plan view: |
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Secondary structure(s): |
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Material: |
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Location
Location: |
Goolwa, South Australia, Australia |
---|---|
Address: | Randell Road |
Coordinates: | 35° 30' 15.03" S 138° 47' 15.20" E |
Technical Information
Dimensions
total length | 319 m | |
span lengths | 28 - 33 m | |
number of spans | 10 | |
roadway / carriageway width | 7.6 m | |
vertical navigation clearance | 14 m | |
horizontal navigation clearance | 24 m | |
deck | deck slab thickness | 0.20 m |
girder depth | 1.200 m |
Quantities
structural steel | 640 t | |
concrete volume | 2 900 m³ | |
reinforcing steel | 500 t |
Materials
piers |
reinforced concrete
|
---|---|
deck slab |
reinforced concrete
|
abutments |
reinforced concrete
|
girders |
steel
|
Participants
Relevant Web Sites
Relevant Publications
- Pier Redundancy on Hindmarsh Island Bridge, South Australia. In: Structural Engineering International, v. 12, n. 1 (February 2002), pp. 21-23. (2002):
- About this
data sheet - Structure-ID
20007123 - Published on:
06/12/2002 - Last updated on:
06/06/2023