Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
None (1) ·
24387 (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Indian Harbour Beach (1) ·
Juno Beach (1) ·
Lake Worth (1) ·
Lantana (1) ·
Merritt Island (1) ·
Micco (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Stuart (1) ·
Tequesta village (1) ·
Titusville (1) ·
West Palm Beach (1)
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'Boca Inlet ' (1) ·
'Boynton Inlet ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DANFORTH CREEK ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'Halifax River ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'Little Haw Creek ' (1) ·
'MIAMI CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Sebastian Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie River ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1) ·
George King Blvd (1) ·
INDIAN RIVER (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1927 (1) ·
1937 (1) ·
1938 (1) ·
1939 (1) ·
1949 (1) ·
1950 (1) ·
1955 (1) ·
1956 (1) ·
1957 (1) ·
1958 (1) ·
1959 (1) ·
1961 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1967 (1) ·
1969 (1) ·
1971 (1) ·
1973 (1) ·
1975 (1) ·
1985 (1) ·
1986 (1) ·
1997 (1) ·
1998 (1) ·
1999 (1) ·
2001 (1) ·
2002 (1) ·
2005 (1) ·
2007 (1) ·
2013 (1)
Traffic 029:
Length 049:
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)
None (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)
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 conditions; field review indicates action is required to protect exposed foundations (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) ·
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)
None (1) ·
10042 (1) ·
10236 (1) ·
10584 (1) ·
11798 (1) ·
12291 (1) ·
12319 (1) ·
12752 (1) ·
13200 (1) ·
1324 (1) ·
14748 (1) ·
15000 (1) ·
15528 (1) ·
15788 (1) ·
1696 (1) ·
17360 (1) ·
17697 (1) ·
18221 (1) ·
19258 (1) ·
20994 (1) ·
22121 (1) ·
25158 (1) ·
2689 (1) ·
27413 (1) ·
2970 (1) ·
3123 (1) ·
3494 (1) ·
34960 (1) ·
3505 (1) ·
38517 (1) ·
3994 (1) ·
42189 (1) ·
60 (1) ·
600 (1) ·
7778 (1) ·
7980 (1) ·
8293 (1) ·
8415 (1)
Showing below up to 52 results in range #1 to #52.
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