Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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:
'Bulow Creek ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'E-3 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kings Road ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'Pine Street ' (1) ·
'Rose Bay Canal ' (1) ·
'Ryan's Canal ' (1) ·
'Samsula Canal ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'St Johns River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Young Canal ' (1) ·
Indian River ICW (1)
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Big Tree Road ' (1) ·
'Clint Moore Road ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-516 ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Eldron Blvd. ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hunting Camp Road ' (1) ·
'Hurley Blvd ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'Main Street ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-518 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-80WB (Southern)' (1) ·
'US 98 (SR 80) ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR 802 Lake Ave' (1) ·
'WB SR-710 ' (1) ·
'Williams Road ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1000 (1) ·
1040 (1) ·
1051 (1) ·
1052 (1) ·
1200 (1) ·
13500 (1) ·
143 (1) ·
16500 (1) ·
1711 (1) ·
18000 (1) ·
19000 (1) ·
21300 (1) ·
2341 (1) ·
23500 (1) ·
24000 (1) ·
25170 (1) ·
2880 (1) ·
29000 (1) ·
33000 (1) ·
3400 (1) ·
35500 (1) ·
37500 (1) ·
3767 (1) ·
38000 (1) ·
43 (1) ·
4689 (1) ·
50000 (1) ·
5850 (1) ·
594 (1) ·
605 (1) ·
6100 (1) ·
6800 (1) ·
7150 (1) ·
7350 (1) ·
7473 (1) ·
75 (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) ·
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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)
10150 (1) ·
1050 (1) ·
10583 (1) ·
11798 (1) ·
12405 (1) ·
1272 (1) ·
12752 (1) ·
12966 (1) ·
165 (1) ·
1735 (1) ·
2070 (1) ·
2082 (1) ·
21600 (1) ·
23422 (1) ·
28628 (1) ·
31462 (1) ·
32965 (1) ·
3600 (1) ·
36956 (1) ·
4062 (1) ·
40772 (1) ·
41640 (1) ·
50315 (1) ·
52 (1) ·
5420 (1) ·
57255 (1) ·
5899 (1) ·
61592 (1) ·
6408 (1) ·
65063 (1) ·
65930 (1) ·
719 (1) ·
86750 (1) ·
91 (1)
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