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:
Direction 005e:
Features 006a:
'Rockledge Canal ' (1) ·
'Sykes Creek ' (1) ·
Addison Canal (1) ·
Canal (1) ·
Fellsmere Canal (1) ·
George King Blvd (1) ·
Horse Creek (1) ·
I-95 (1) ·
Indian River ICW (1) ·
Sawgrass Creek (1) ·
Sebastian River (1) ·
Six Mile Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1) ·
Tillman Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
Number 008:
700157 (1) ·
700158 (1) ·
700159 (1) ·
700165 (1) ·
700180 (1) ·
700184 (1) ·
700190 (1) ·
700194 (1) ·
700206 (1) ·
700210 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
700222 (1) ·
700224 (1) ·
700229 (1) ·
700231 (1) ·
700951 (1) ·
704013 (1)
Location 009:
'0.4 mile East of SR-3 ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1) ·
4.2 Mi N of Sebastian River (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1) ·
I-95 SB Fiske Blvd Ramp (1) ·
Over Fellsmere Canal (1) ·
SR-46 over Six Mile Cr (1) ·
SR-507 SB-Tillman Canal (1) ·
SR-518 over Indian River (1) ·
SR-A1A SB- George King (1) ·
US-1 over Horse Creek (1) ·
US-1 over Sebastian River (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1) ·
Valkaria Road and I-95 (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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) ·
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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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: (Click arrow to add another value)
Direction 102: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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 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:
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