Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12119 (1) ·
12124 (1) ·
12148 (1) ·
12150 (1) ·
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12156 (1) ·
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12207 (1) ·
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12213 (1) ·
12257 (1) ·
12268 (1) ·
12284 (1) ·
17859 (1) ·
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County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'Canal C-46 ' (1) ·
'CR-3 ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'I-95 ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'Kings Road ' (1) ·
'Sebastian Canal ' (1) ·
'SR-404 ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
George King Blvd (1) ·
I-95 (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Eldron Blvd. ' (1) ·
'Fay Blvd. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-A1A NB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
Micco Rd. (1) ·
SR-A1A SB (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700013 (1) ·
700023 (1) ·
700076 (1) ·
700078 (1) ·
700079 (1) ·
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704161 (1) ·
705917 (1)
Location 009:
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
1.9MI E of Babcock St. (1) ·
SR-A1A SB- George King (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
27522524 (1) ·
27531888 (1) ·
27580607 (1) ·
27580636 (1) ·
27581117 (1) ·
28050339 (1) ·
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28291220 (1) ·
28323696 (1) ·
28323763 (1)
Longitude 017:
80323926 (1) ·
80324008 (1) ·
80345659 (1) ·
80352983 (1) ·
80352988 (1) ·
80370688 (1) ·
80370748 (1) ·
80371385 (1) ·
80371403 (1) ·
80372083 (1) ·
80380201 (1) ·
80380233 (1) ·
80381732 (1) ·
80381773 (1) ·
80383763 (1) ·
80383781 (1) ·
80392343 (1) ·
80392362 (1) ·
80393940 (1) ·
80394197 (1) ·
80450403 (1) ·
80450449 (1) ·
80454965 (1) ·
80454978 (1) ·
80491666 (1) ·
80494825 (1) ·
80505570 (1) ·
80522246 (1) ·
80534962 (1) ·
80534993 (1) ·
80555809 (1) ·
80555859 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
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:
Inspect Date 090: (Click arrow to add another value)
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) ·
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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