Drilldown: bridge data
From Indian River Lagoon Project
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'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'East Indian River Relief' (1) ·
'ICWW ' (1) ·
'Okeechobee Waterway ' (1) ·
'Rowland Canal ' (1) ·
'S-135 Canal ' (1) ·
'Salerno Creek ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'St. Lucie River ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'St.Lucie River ' (1) ·
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'Berry Avenue ' (1) ·
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'E/B S.R. A1A ' (1) ·
'East Island Access' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'SB US-1/SR-5 ' (1) ·
'SE Ebbtide Ave. ' (1) ·
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'0.1 MI West of SR-76 ' (1) ·
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'1.8MI NORTH OF SR-708 ' (1) ·
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'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Indian Riverside Park ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'West of Ernest Lyons Bri.' (1)
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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 24 results in range #1 to #24.
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