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:
Status: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
30975 (1) ·
35550 (1) ·
45775 (1) ·
54175 (1) ·
58625 (1) ·
74625 (1) ·
77275 (1) ·
Cocoa (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Indiantown village (1) ·
Melbourne (1) ·
Merritt Island (1) ·
Ormond Beach (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Stuart (1) ·
Titusville (1) ·
Vero Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'BIG MUD CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'CROOKED CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Eau Gallie River ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'HALF MILE LAKE ' (1) ·
'Hanson Grant Outlet ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'Little Tomoka River ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Creek ' (1) ·
'Nova Road Canal ' (1) ·
'ORANGE CANAL ' (1) ·
'Outfall ' (1) ·
'Rockledge Creek ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Ross Creek ' (1) ·
'ROY'S SWALE ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Sykes Creek ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Underhill Slough ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1937 (1) ·
1948 (1) ·
1950 (1) ·
1952 (1) ·
1955 (1) ·
1956 (1) ·
1957 (1) ·
1958 (1) ·
1959 (1) ·
1961 (1) ·
1965 (1) ·
1967 (1) ·
1968 (1) ·
1969 (1) ·
1970 (1) ·
1973 (1) ·
1974 (1) ·
1978 (1) ·
1979 (1) ·
1980 (1) ·
1982 (1) ·
1983 (1) ·
1987 (1) ·
1989 (1) ·
1993 (1) ·
1994 (1) ·
1995 (1) ·
1996 (1) ·
1998 (1) ·
2000 (1)
Traffic 029:
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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)
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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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: (Click arrow to add another value)
Direction 102:
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 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)
Future 114:
Clearance 116:
Showing below up to 53 results in range #1 to #53.
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