Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2016 
& Culvert 062:
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.
& Culvert 062:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Carter's Canal ' (1) ·
'Cow Creek ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'Eau-Gallie River ' (1) ·
'Five Mile Creek ' (1) ·
'Grant Canal ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Lake Dias Creek ' (1) ·
'Misner Creek ' (1) ·
'Murray Creek ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'Samsula Canal ' (1) ·
'Timothy's Ditch ' (1) ·
'Trib to Groover Creek ' (1) ·
'Triple box culvert ' (1) ·
'Turnbull Creek ' (1) ·
'Wishbone Canal ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'CR-3 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jungle Road ' (1) ·
'Okeechobee Rd. ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (1) ·
'SR-405 ' (1) ·
'SR-44 ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-5A ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'VILLAGE BLVD ' (1) ·
Fiske Blvd Ramps (1) ·
US-1 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
12700 (1) ·
13250 (1) ·
13500 (1) ·
15400 (1) ·
16290 (1) ·
16340 (1) ·
171500 (1) ·
17800 (1) ·
19300 (1) ·
19500 (1) ·
20000 (1) ·
21400 (1) ·
23000 (1) ·
24000 (1) ·
24750 (1) ·
26000 (1) ·
26500 (1) ·
28500 (1) ·
29500 (1) ·
31500 (1) ·
32000 (1) ·
32680 (1) ·
3400 (1) ·
3600 (1) ·
37000 (1) ·
401 (1) ·
42764 (1) ·
6900 (1) ·
716 (1) ·
9089 (1) ·
9100 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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 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)
Culvert 062: (Click arrow to add another value)
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation 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 by assessment, by calculation or by installation of properly designed countermeasures. (1)
Future 114:
10998 (1) ·
11972 (1) ·
15789 (1) ·
19050 (1) ·
22989 (1) ·
23422 (1) ·
26719 (1) ·
28263 (1) ·
28350 (1) ·
297552 (1) ·
30883 (1) ·
33486 (1) ·
33832 (1) ·
34700 (1) ·
37129 (1) ·
39905 (1) ·
41640 (1) ·
42941 (1) ·
45110 (1) ·
45978 (1) ·
485 (1) ·
49448 (1) ·
51182 (1) ·
54652 (1) ·
55520 (1) ·
56700 (1) ·
5899 (1) ·
6246 (1) ·
64195 (1) ·
74196 (1) ·
866 (1)
Clearance 116:
Showing below up to 45 results in range #1 to #45.
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