Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
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Use the filters below to narrow your results.
ObjectID:
'BARBARA BASIN ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'BRITT CANAL ' (1) ·
'C-133 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MANATEE CREEK ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'Okeechobee Waterway ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Rowland Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SALERNO CREEK ' (1) ·
'ST LUCIE CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TIDAL CANAL ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1945 (1) ·
1950 (1) ·
1952 (1) ·
1955 (1) ·
1958 (1) ·
1964 (1) ·
1967 (1) ·
1968 (1) ·
1970 (1) ·
1973 (1) ·
1974 (1) ·
1978 (1) ·
1979 (1) ·
1980 (1) ·
1982 (1) ·
1983 (1) ·
1985 (1) ·
1986 (1) ·
1991 (1) ·
1992 (1) ·
1994 (1) ·
1995 (1) ·
1996 (1) ·
2001 (1) ·
2004 (1) ·
2007 (1) ·
2008 (1) ·
2009 (1) ·
2013 (1) ·
2014 (1)
Traffic 029:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
Showing below up to 52 results in range #1 to #52.
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