Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'Daytona Canal ' (1) ·
'Halifax River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'4TH STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Ballough Street ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Fifth Street ' (1) ·
'Highbridge Road ' (1) ·
'Hunting Camp Road ' (1) ·
'ISLAND DRIVE ' (1) ·
'Main Street ' (1) ·
'Samsula Drive ' (1) ·
'Service Road ' (1)
Number 008:
704048 (1) ·
794004 (1) ·
794025 (1) ·
794184 (1) ·
794185 (1) ·
795000 (1) ·
795701 (1) ·
880020 (1) ·
880045 (1) ·
880063 (1) ·
884019 (1) ·
884022 (1) ·
884027 (1) ·
884038 (1) ·
884039 (1) ·
935506 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-615 (66TH AVE.) ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
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:
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 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 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)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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