Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
704086 (1) ·
795700 (1) ·
880041 (1) ·
880042 (1) ·
894014 (1) ·
894049 (1) ·
895501 (1) ·
895505 (1) ·
934515 (1) ·
935303 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1 MI N OF SR-60 ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'AT TEDDAR ROAD ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052: (Click arrow to add another value)
Deck 058:
Substructure 060: (Click arrow to add another value)
Channel 061:
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 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)
Clearance 116:
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