Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'DRAINAGE CANAL ' (1) ·
'Goat Creek ' (1) ·
'Halifax River ' (1) ·
'Indian River East Relief' (1) ·
'Indian River Relief ' (1) ·
'Lake Worth Tide Relief' (1) ·
'Lake Worth Relief ' (1) ·
'Relief E.of North Bridge' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1) ·
'W. Relief Indian River ' (1) ·
Banana River Relief (1) ·
St Johns River Relief (1)
Critical 006b:
Facility 007:
'Blue Heron Blvd ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR80(SouthernBlvd)' (1) ·
'US 192 WB ' (1) ·
'US-1 NB ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
SR-520 (1) ·
US-192 EB (1)
Number 008:
700023 (1) ·
700027 (1) ·
700080 (1) ·
700082 (1) ·
700114 (1) ·
700146 (1) ·
700148 (1) ·
700172 (1) ·
700192 (1) ·
700205 (1) ·
700208 (1) ·
700213 (1) ·
700233 (1) ·
790147 (1) ·
790198 (1) ·
790220 (1) ·
880052 (1) ·
890106 (1) ·
890138 (1) ·
890146 (1) ·
930098 (1) ·
930545 (1) ·
940046 (1)
Location 009:
'.75mi E. of Indian R Dr. ' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
SR-520 - Banana River (1) ·
US-192 EB-St Johns Relief (1)
Latitude 016:
26403240 (1) ·
26470126 (1) ·
27034414 (1) ·
27150311 (1) ·
27151700 (1) ·
27284570 (1) ·
27451178 (1) ·
27580636 (1) ·
28045218 (1) ·
28051434 (1) ·
28052963 (1) ·
28053027 (1) ·
28123224 (1) ·
28123289 (1) ·
28124312 (1) ·
28124379 (1) ·
28212680 (1) ·
28212829 (1) ·
28241822 (1) ·
28241880 (1) ·
28485599 (1) ·
28485627 (1) ·
29083964 (1)
Longitude 017:
80022352 (1) ·
80022719 (1) ·
80124800 (1) ·
80133779 (1) ·
80184630 (1) ·
80254429 (1) ·
80315267 (1) ·
80323926 (1) ·
80345692 (1) ·
80355880 (1) ·
80365438 (1) ·
80371385 (1) ·
80371403 (1) ·
80380201 (1) ·
80380233 (1) ·
80393043 (1) ·
80393049 (1) ·
80393654 (1) ·
80454965 (1) ·
80454978 (1) ·
80590233 (1) ·
81112589 (1) ·
81112630 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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) ·
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:
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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