Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
'BESSEY CREEK ' (1) ·
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'LIPTOG CANAL ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'RIO MAR BAY ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Indian River ICW (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
10 (1) ·
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1040 (1) ·
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120 (1) ·
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172 (1) ·
17750 (1) ·
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283 (1) ·
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75 (1) ·
8000 (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 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) ·
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)
10000 (1) ·
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1050 (1) ·
12405 (1) ·
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12966 (1) ·
1665 (1) ·
1735 (1) ·
19050 (1) ·
20 (1) ·
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2070 (1) ·
208 (1) ·
2082 (1) ·
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23422 (1) ·
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342 (1) ·
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3600 (1) ·
3990 (1) ·
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52 (1) ·
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6408 (1) ·
65063 (1) ·
694 (1) ·
719 (1) ·
78075 (1) ·
850 (1) ·
86750 (1) ·
91 (1)
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