Drilldown: bridge data
From Indian River Lagoon Project
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'C-23 CANAL ' (1) ·
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'S Fork St. Lucie River ' (1) ·
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'S. Fork St. Lucie River ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'St. Lucie Canal ' (1) ·
'St. Lucie River/SR-707 ' (1)
'EB Martin Downs Bd' (1) ·
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'HURON WAY ' (1) ·
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'NB I-95 (SR-9) ' (1) ·
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'NORFOLK BLVD. ' (1) ·
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'SW Wood St. ' (1) ·
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'.25 mi East of I-95 ' (1) ·
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'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
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80395040 (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 28 results in range #1 to #28.