Drilldown: bridge data
From Indian River Lagoon Project
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None (1) ·
24350 (1) ·
58625 (1) ·
Atlantis (1) ·
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'Banana River ' (1) ·
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'Service Rd & Canal ' (1) ·
'SR-406 ' (1) ·
'Sykes Creek ' (1) ·
'US-1 & FECRR ' (1)
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'AVENUE OF PGA ' (1) ·
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'CR-510 WABASSO RD ' (1) ·
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'SR-656 (17th St.) ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 N/S TPK 156.6' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'US1(SR5) ' (1) ·
'Willowood Drive ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
101 (1) ·
11100 (1) ·
12250 (1) ·
13250 (1) ·
13300 (1) ·
16250 (1) ·
17122 (1) ·
19400 (1) ·
19500 (1) ·
19800 (1) ·
20000 (1) ·
21500 (1) ·
2300 (1) ·
25474 (1) ·
280 (1) ·
304 (1) ·
3240 (1) ·
3300 (1) ·
34244 (1) ·
3600 (1) ·
4000 (1) ·
440 (1) ·
49000 (1) ·
50 (1) ·
5500 (1) ·
5600 (1) ·
5792 (1) ·
5900 (1) ·
600 (1) ·
630 (1) ·
7100 (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)
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) ·
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)
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)
10236 (1) ·
1041 (1) ·
12319 (1) ·
126 (1) ·
19258 (1) ·
21254 (1) ·
22989 (1) ·
23076 (1) ·
28194 (1) ·
29707 (1) ·
33659 (1) ·
33832 (1) ·
34353 (1) ·
34700 (1) ·
350 (1) ·
353 (1) ·
37303 (1) ·
3991 (1) ·
4320 (1) ·
44197 (1) ·
50 (1) ·
5726 (1) ·
59413 (1) ·
6300 (1) ·
6940 (1) ·
7008 (1) ·
763 (1) ·
85015 (1) ·
9543 (1) ·
9716 (1)
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