Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
35550 (1) ·
58725 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
North Palm Beach village (1) ·
Ocean Ridge (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Sewall's Point (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'A DRAINAGE CANAL ' (1) ·
'Barge Canal ' (1) ·
'Boca Inlet ' (1) ·
'Boynton Canal C-16 ' (1) ·
'Boynton Inlet ' (1) ·
'C-15 Canal ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal - D ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2W Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Earman River (C-17) ' (1) ·
'East Indian River Relief' (1) ·
'El Rio Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Frazier Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'ICWW ' (1) ·
'Indian River / ICW ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Little Lake Worth ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 Canal ' (1) ·
'MAIN CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Over D Canal ' (1) ·
'Spruce Creek ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
1948 (1) ·
1950 (1) ·
1952 (1) ·
1956 (1) ·
1958 (1) ·
1959 (1) ·
1961 (1) ·
1963 (1) ·
1964 (1) ·
1966 (1) ·
1967 (1) ·
1972 (1) ·
1973 (1) ·
1974 (1) ·
1975 (1) ·
1976 (1) ·
1977 (1) ·
1978 (1) ·
1979 (1) ·
1982 (1) ·
1986 (1) ·
1987 (1) ·
1988 (1) ·
1989 (1) ·
1990 (1) ·
1992 (1) ·
1993 (1) ·
1994 (1) ·
1997 (1) ·
2001 (1) ·
2002 (1) ·
2005 (1) ·
2006 (1) ·
2008 (1) ·
2012 (1) ·
2016 (1) ·
2017 (1)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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) ·
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)
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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:
Clearance 116:
Showing below up to 64 results in range #1 to #64.
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