Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'Canal ' (1) ·
'Canal C-48 ' (1) ·
'Cattail Outfall ' (1) ·
'CR-515 & Indian River ' (1) ·
'Creek ' (1) ·
'FECRR ' (1) ·
'Grant Canal ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Kings Road ' (1) ·
'Lake Washington Road ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Milner's Canal ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'Pine Street ' (1) ·
'Rockledge Canal ' (1) ·
'Rockledge Creek ' (1) ·
'Ross Creek ' (1) ·
'Ryan's Canal ' (1) ·
'Santiago Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal West ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-401 ' (1) ·
'SR-528 ' (1) ·
'St Johns River Relief ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
'Wishbone Canal ' (1) ·
'Young Canal ' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Fiske Canal (1) ·
I-95 (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'Aviation Ave. ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Eldron Blvd ' (1) ·
'Emerson Drive ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Hurley Blvd ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'Micco Rd. ' (1) ·
'Patti Drive ' (1) ·
'Ranch Rd. ' (1) ·
'SR-401 SB ' (1) ·
'SR-405 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-46 ' (1) ·
'SR-50 ' (1) ·
'SR-520 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'Tucker Lane ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'Wilden Road ' (1) ·
Fiske Blvd Ramps (1) ·
Grant Rd. (1) ·
I-95 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
N/A (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, 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 not over waterway. (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 58 results in range #1 to #58.
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