Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
None (1) ·
58725 (1) ·
74625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Cape Canaveral (1) ·
Daytona Beach (1) ·
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'Barge Canal ' (1) ·
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'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Conners Canal ' (1) ·
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'Eau Gallie River ' (1) ·
'El Rio Canal E-4 ' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
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'LWDD LAT CANAL 17 ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Reed Canal ' (1) ·
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Indian River ICW (1)
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'NORTH SHORE DRIVE ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SAVONA BLVD. ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
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'SR-44 ' (1) ·
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'SR-510 Wabasso Rd ' (1) ·
'SR-518 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SUMMIT BLVD ' (1) ·
'US-1 ' (1) ·
'US-92 WB ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'Willowood Drive ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
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) ·
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15962 (1) ·
16830 (1) ·
1696 (1) ·
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18218 (1) ·
19085 (1) ·
19258 (1) ·
23076 (1) ·
23249 (1) ·
25158 (1) ·
26199 (1) ·
26400 (1) ·
26459 (1) ·
26546 (1) ·
27587 (1) ·
27760 (1) ·
342 (1) ·
39038 (1) ·
4000 (1) ·
45978 (1) ·
50 (1) ·
5062 (1) ·
52050 (1) ·
52918 (1) ·
600 (1) ·
61592 (1) ·
67665 (1) ·
74605 (1) ·
7636 (1) ·
80678 (1) ·
90220 (1) ·
9625 (1) ·
9906 (1)
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