Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Blue Lake Equalizer ' (1) ·
'Cow Creek ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax River ' (1) ·
'Halifax River IWW ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'Misner Branch ' (1) ·
'Reed Canal ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
Number 008:
790012 (1) ·
790018 (1) ·
790019 (1) ·
790021 (1) ·
790027 (1) ·
790029 (1) ·
790030 (1) ·
790077 (1) ·
790078 (1) ·
790097 (1) ·
790132 (1) ·
794014 (1) ·
794015 (1) ·
794016 (1) ·
794032 (1) ·
795713 (1) ·
796000 (1)
Location 009:
'0.2 Mi East of US-1 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'200ft. S of 10th Street ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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 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:
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 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) ·
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:
Showing below up to 17 results in range #1 to #17.
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