Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Blue Heron Blvd. ' (1) ·
'CR-880 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'US27 SR-25 & 80 ' (1)
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'0.25MI SOUTH OF SR-708 ' (1) ·
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'3 MI. east of SR-710 ' (1) ·
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'500' N OF SR-80 (S.BLVD) ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
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'800 ft. S of SR 704 Exit ' (1)
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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)
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 24 results in range #1 to #24.
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