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:
'90th Ave. ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-23 CANAL ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'Cypress Creek ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'I-95 (SR 9) ' (1) ·
'ICWW ' (1) ·
'Indian River / ICW ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'North Relief Canal ' (1) ·
'Padgett Branch Marsh ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'Rowland Canal ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'South Relief Canal ' (1) ·
'SR 60 ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'St. John's Marsh ' (1) ·
'Tidal Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'West Indian River Relief' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
0 (1) ·
1000 (1) ·
101 (1) ·
14600 (1) ·
14900 (1) ·
150 (1) ·
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17750 (1) ·
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240 (1) ·
2400 (1) ·
28500 (1) ·
2900 (1) ·
3000 (1) ·
3087 (1) ·
31669 (1) ·
3600 (1) ·
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4000 (1) ·
40250 (1) ·
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4100 (1) ·
43500 (1) ·
4780 (1) ·
480 (1) ·
55 (1) ·
5760 (1) ·
600 (1) ·
8400 (1) ·
910 (1) ·
9500 (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)
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)
1000 (1) ·
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14748 (1) ·
150 (1) ·
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2020 (1) ·
2500 (1) ·
25331 (1) ·
27240 (1) ·
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288 (1) ·
2950 (1) ·
29842 (1) ·
30796 (1) ·
37302 (1) ·
4164 (1) ·
49448 (1) ·
5000 (1) ·
5031 (1) ·
5205 (1) ·
5356 (1) ·
54946 (1) ·
580 (1) ·
6000 (1) ·
6246 (1) ·
6766 (1) ·
69834 (1) ·
70268 (1) ·
7114 (1) ·
7118 (1) ·
75473 (1) ·
8293 (1) ·
87 (1) ·
900 (1)
Showing below up to 54 results in range #1 to #54.
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