Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
'12th Avenue South ' (1) ·
'14TH STREET CANAL ' (1) ·
'17th Avenue North ' (1) ·
'Beamer's Ditch ' (1) ·
'Boynton Canal C-16 ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Donald Ross Road ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Goat Creek ' (1) ·
'Hanson Grant Outlet ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Konomac Canal ' (1) ·
'Lantana Road ' (1) ·
'Little Haw Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'St. Lucie Canal ' (1) ·
'Summit Boulevard ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'Briar Creek Blvd. ' (1) ·
'Caballero Ave ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'Eldron Blvd ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Fort Florida Road ' (1) ·
'Hood Road ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indiantown Rd. ' (1) ·
'LA MANCHA AVE. ' (1) ·
'Lantana to I 95 SB' (1) ·
'Marsh Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-76 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-9(I-95) ' (1) ·
'Tadlock Ave. ' (1) ·
'Volco Road ' (1) ·
'Wilden Road ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1140 (1) ·
115000 (1) ·
116000 (1) ·
12000 (1) ·
13000 (1) ·
138 (1) ·
1394 (1) ·
14000 (1) ·
190500 (1) ·
2059 (1) ·
2122 (1) ·
21500 (1) ·
22500 (1) ·
226000 (1) ·
236000 (1) ·
25 (1) ·
274 (1) ·
35500 (1) ·
39750 (1) ·
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500 (1) ·
5000 (1) ·
52652 (1) ·
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6298 (1) ·
640 (1) ·
6400 (1) ·
65500 (1) ·
6900 (1) ·
71250 (1) ·
742 (1) ·
76000 (1) ·
9800 (1)
102 (1) ·
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11 (1) ·
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12 (1) ·
142 (1) ·
15 (1) ·
16 (1) ·
22 (1) ·
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26 (1) ·
276 (1) ·
37 (1) ·
42 (1) ·
46 (1) ·
50 (1) ·
53 (1) ·
55 (1) ·
57 (1) ·
6 (1) ·
64 (1) ·
7 (1) ·
700 (1) ·
701 (1) ·
71 (1) ·
76 (1) ·
78 (1) ·
93 (1) ·
97 (1) ·
98 (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) ·
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 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)
113642 (1) ·
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1379 (1) ·
15000 (1) ·
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168 (1) ·
17003 (1) ·
199525 (1) ·
201260 (1) ·
20820 (1) ·
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2568 (1) ·
27000 (1) ·
29 (1) ·
317 (1) ·
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3572 (1) ·
37302 (1) ·
392110 (1) ·
409460 (1) ·
600 (1) ·
61592 (1) ·
68966 (1) ·
70268 (1) ·
7032 (1) ·
7279 (1) ·
731 (1) ·
80678 (1) ·
83280 (1) ·
8675 (1) ·
898 (1) ·
91351 (1)
Showing below up to 47 results in range #1 to #47.
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