Drilldown: bridge data
From Indian River Lagoon Project
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'C-23 CANAL ' (1) ·
'Cypress Creek ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'I-95 (SR 9) ' (1) ·
'ICWW ' (1) ·
'Indian River / ICW ' (1) ·
'Rowland Canal ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'Tidal Canal ' (1) ·
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'.25 mi East of I-95 ' (1) ·
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'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
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'2.5 miles North of SR-706' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'CR 76A over I-95 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Indian Riverside Park ' (1) ·
'NB I-95 / SR 714 ' (1) ·
'SB I-95 / SR-714 ' (1) ·
'South of St Lucie Canal ' (1) ·
'South of St. Lucie Canal ' (1) ·
'West of Ernest Lyons Bri.' (1)
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80285590 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Showing below up to 23 results in range #1 to #23.
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