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: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
894021 (1) ·
894048 (1) ·
895504 (1) ·
930812 (1) ·
935301 (1) ·
935302 (1) ·
935306 (1) ·
935900 (1) ·
940018 (1) ·
940041 (1) ·
940043 (1) ·
940067 (1) ·
940068 (1) ·
944010 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3MI S of SR-70 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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)
Culvert 062:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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 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)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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