Drilldown: bridge data
From Indian River Lagoon Project
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'Berrys Canal ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'Conners Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
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'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'L-5 Canal ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
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'LWDD LATERAL 30 CANAL ' (1) ·
'Misner Creek ' (1) ·
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Banana River Relief (1) ·
Indian River ICW (1)
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'Big Tree Road ' (1) ·
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'INSIDE RIVERSIDE PARK ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Palm Beach - Broward Line' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A at 3rd St ' (1) ·
SR-518 over Indian River (1) ·
SR-520 - Banana River (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) ·
N/A (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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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