Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway 
& Kind 043a:
Prestressed concrete
& Substructure 060:
Fair
& Kind 043a:
Prestressed concrete
& Substructure 060:
Fair Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700013 (1) ·
700028 (1) ·
700077 (1) ·
700107 (1) ·
700115 (1) ·
700143 (1) ·
704048 (1) ·
794184 (1) ·
794185 (1) ·
795701 (1) ·
880005 (1)
Location 009:
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Lanes 028a:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a: (Click arrow to add another value)
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
Culvert 062:
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 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) ·
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)
Clearance 116:
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