Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
'Belvedere Road ' (1) ·
'BESSEY CREEK ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Canal ' (1) ·
'Canal to Bulow Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2 Canal ' (1) ·
'E3-canal ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'Frazier Creek ' (1) ·
'Habitat Connectivity ' (1) ·
'Konomac Canal ' (1) ·
'KRUEGER CREEK ' (1) ·
'L-6 Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Nova Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SWA Retention Canal ' (1) ·
'Tidal Canal ' (1) ·
'Triple box culvert ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1948 (1) ·
1950 (1) ·
1956 (1) ·
1958 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1967 (1) ·
1972 (1) ·
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1980 (1) ·
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1983 (1) ·
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1999 (1) ·
2000 (1) ·
2001 (1) ·
2004 (1) ·
2006 (1) ·
2007 (1) ·
2009 (1) ·
2010 (1) ·
2011 (1) ·
2012 (1) ·
2014 (1)
Traffic 029:
1000 (1) ·
10000 (1) ·
1030 (1) ·
11011 (1) ·
1140 (1) ·
114500 (1) ·
12020 (1) ·
13250 (1) ·
14168 (1) ·
1440 (1) ·
14600 (1) ·
16250 (1) ·
17000 (1) ·
171500 (1) ·
17750 (1) ·
1854 (1) ·
20 (1) ·
22000 (1) ·
22500 (1) ·
24000 (1) ·
25 (1) ·
26000 (1) ·
27500 (1) ·
2753 (1) ·
28500 (1) ·
3012 (1) ·
3450 (1) ·
450 (1) ·
4580 (1) ·
5000 (1) ·
5850 (1) ·
6042 (1) ·
6174 (1) ·
7161 (1) ·
720 (1) ·
8500 (1) ·
8800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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)
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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)
Future 114:
10150 (1) ·
10712 (1) ·
10875 (1) ·
1233 (1) ·
12424 (1) ·
1250 (1) ·
1379 (1) ·
14748 (1) ·
15000 (1) ·
15268 (1) ·
17143 (1) ·
1730 (1) ·
19104 (1) ·
198658 (1) ·
20855 (1) ·
22989 (1) ·
2500 (1) ·
25331 (1) ·
26400 (1) ·
28194 (1) ·
29 (1) ·
29495 (1) ·
297552 (1) ·
30796 (1) ·
3217 (1) ·
3331 (1) ·
3494 (1) ·
39037 (1) ·
39038 (1) ·
40 (1) ·
41640 (1) ·
45110 (1) ·
47712 (1) ·
49448 (1) ·
5290 (1) ·
5986 (1) ·
6000 (1) ·
781 (1) ·
864 (1)
Clearance 116:
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