Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL E-105 ' (1) ·
'CYPRESS CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'I-95 ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'L-38 CANAL ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'St. Sebastian River ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1955 (1) ·
1959 (1) ·
1962 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
1967 (1) ·
1968 (1) ·
1969 (1) ·
1970 (1) ·
1972 (1) ·
1974 (1) ·
1975 (1) ·
1976 (1) ·
1979 (1) ·
1980 (1) ·
1981 (1) ·
1982 (1) ·
1984 (1) ·
1986 (1) ·
1987 (1) ·
1988 (1) ·
1989 (1) ·
1990 (1) ·
1991 (1) ·
1992 (1) ·
1996 (1) ·
1997 (1) ·
2003 (1) ·
2007 (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 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)
Future 114:
Showing below up to 51 results in range #1 to #51.
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