Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Cabbage Slough ' (1) ·
'Canal ' (1) ·
'Carter's Canal ' (1) ·
'Cattail Outfall ' (1) ·
'Cow Creek ' (1) ·
'CR-5A ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'EL RIO CANAL ' (1) ·
'FECRR ' (1) ·
'Grant Canal ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Jupiter Creek ' (1) ·
'Long Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Sottile Canal ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'SR-91 Turnpike ' (1) ·
'St Johns River Relief ' (1) ·
'Sunshine Canal ' (1) ·
'Timothy's Ditch ' (1) ·
'Turnbull Creek ' (1) ·
'Wishbone Canal ' (1) ·
I-95 (1) ·
Sottile Canal (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'AUDUBON BLVD. ' (1) ·
'Babcock St(CR-507)' (1) ·
'CR-4118 ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'FLYING COW ROAD ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Road ' (1) ·
'Jungle Road ' (1) ·
'LINTON BLVD. ' (1) ·
'MILITARY TR. NB ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SR-405 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-46 ' (1) ·
'SR-520 EB ' (1) ·
'WB Martin Downs Bd' (1) ·
Grant Rd. (1) ·
I-95 (1) ·
Micco Rd. (1) ·
SR-507 SB (1) ·
Valkaria Road (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
12200 (1) ·
1400 (1) ·
15400 (1) ·
16340 (1) ·
17250 (1) ·
1900 (1) ·
2000 (1) ·
20327 (1) ·
20500 (1) ·
21382 (1) ·
23250 (1) ·
24750 (1) ·
25000 (1) ·
29250 (1) ·
3000 (1) ·
32750 (1) ·
3600 (1) ·
42764 (1) ·
4800 (1) ·
48500 (1) ·
5900 (1) ·
6400 (1) ·
6540 (1) ·
7100 (1) ·
716 (1) ·
7500 (1) ·
978 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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 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) ·
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)
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) ·
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)
Inspect Date 090:
Direction 102:
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 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 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)
Future 114:
10236 (1) ·
1174 (1) ·
12000 (1) ·
12318 (1) ·
13012 (1) ·
21167 (1) ·
2429 (1) ·
26719 (1) ·
28350 (1) ·
29929 (1) ·
3000 (1) ·
3296 (1) ·
35268 (1) ·
35568 (1) ·
3600 (1) ·
37098 (1) ·
40339 (1) ·
42941 (1) ·
43375 (1) ·
50749 (1) ·
56821 (1) ·
6017 (1) ·
6246 (1) ·
7000 (1) ·
7114 (1) ·
74196 (1) ·
8175 (1) ·
84148 (1) ·
866 (1)
Clearance 116:
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