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)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
None (1) ·
35550 (1) ·
54175 (1) ·
55385 (1) ·
58725 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fellsmere (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
Ocean Ridge (1) ·
Pahokee (1) ·
Royal Palm Beach village (1) ·
South Daytona (1) ·
Titusville (1) ·
Vero Beach (1) ·
West Palm Beach (1)
'Banana River ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BOYNTON CANAL ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-106 ' (1) ·
'CSX Railroad ' (1) ·
'Danforth Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'IWW Halifax River ' (1) ·
'Kellers Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'M-1 CANAL ' (1) ·
'N CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-513 ' (1) ·
'SR-524 ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tidal Canal ' (1) ·
'Tomoka River ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'16th Street ' (1) ·
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'49th St Lindsey Rd' (1) ·
'57th Street ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'97 TH STREET ' (1) ·
'Berry Avenue ' (1) ·
'COLUMBUS DR. ' (1) ·
'CORAL DRIVE ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'CYPRESS WAY ' (1) ·
'Fox Lake Rd. ' (1) ·
'GORDY ROAD ' (1) ·
'Harrison Street ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'ISLAND DRIVE ' (1) ·
'LYONS ROAD ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'SR-15 Main St. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR802 (Lake Worth)' (1) ·
'SW 22ND WAY ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'W LAKE RD CR-717 ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1952 (1) ·
1956 (1) ·
1959 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
1970 (1) ·
1971 (1) ·
1972 (1) ·
1976 (1) ·
1979 (1) ·
1982 (1) ·
1983 (1) ·
1984 (1) ·
1987 (1) ·
1988 (1) ·
1992 (1) ·
1993 (1) ·
1997 (1) ·
1998 (1) ·
1999 (1) ·
2009 (1) ·
2010 (1) ·
2011 (1) ·
2014 (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 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 channel. (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) ·
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 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
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