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) ·
30975 (1) ·
58725 (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Holly Hill (1) ·
Indiantown village (1) ·
Lake Worth (1) ·
Melbourne (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Port Orange (1) ·
Riviera Beach (1) ·
Sewall's Point (1) ·
Stuart (1) ·
Vero Beach (1)
'11th Street Canal ' (1) ·
'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'Conners Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Misner Creek ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'Raulerson Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Tillman Canal ' (1) ·
'Underhill Slough ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
Banana River Relief (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
10200 (1) ·
10502 (1) ·
120 (1) ·
1200 (1) ·
12020 (1) ·
14168 (1) ·
14200 (1) ·
1650 (1) ·
16747 (1) ·
17500 (1) ·
17800 (1) ·
18000 (1) ·
18500 (1) ·
190 (1) ·
20 (1) ·
21500 (1) ·
220 (1) ·
23000 (1) ·
24000 (1) ·
24900 (1) ·
250 (1) ·
25500 (1) ·
26500 (1) ·
28140 (1) ·
29500 (1) ·
3000 (1) ·
31000 (1) ·
32000 (1) ·
3500 (1) ·
3550 (1) ·
4100 (1) ·
46000 (1) ·
463 (1) ·
500 (1) ·
5000 (1) ·
550 (1) ·
6960 (1) ·
78500 (1) ·
883 (1)
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) ·
N/A (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) ·
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 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)
1068 (1) ·
136198 (1) ·
1500 (1) ·
17143 (1) ·
17697 (1) ·
18221 (1) ·
19426 (1) ·
200 (1) ·
2000 (1) ·
20855 (1) ·
21600 (1) ·
24637 (1) ·
250 (1) ·
2863 (1) ·
30362 (1) ·
30883 (1) ·
32098 (1) ·
330 (1) ·
3500 (1) ·
37303 (1) ·
39905 (1) ·
40 (1) ·
41640 (1) ·
43202 (1) ·
44243 (1) ·
45978 (1) ·
48823 (1) ·
51182 (1) ·
53785 (1) ·
55520 (1) ·
560 (1) ·
600 (1) ·
6000 (1) ·
6072 (1) ·
6159 (1) ·
7114 (1) ·
79810 (1) ·
8352 (1) ·
954 (1)
Showing below up to 45 results in range #1 to #45.
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