Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Owner 022:
FDOT 
& Channel 061:
No noticeable or noteworthy deficiencies which affect the condition of the channel.
& Channel 061:
No noticeable or noteworthy deficiencies which affect the condition of the channel. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-17 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'L-6 Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'St.Lucie River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
Fellsmere Canal (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
Number 008:
700203 (1) ·
700224 (1) ·
700231 (1) ·
700232 (1) ·
700238 (1) ·
790201 (1) ·
790202 (1) ·
890158 (1) ·
930466 (1) ·
930485 (1) ·
930524 (1) ·
930534 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
930547 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'North of Belvedere Rd ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'US-1 over Turkey Creek ' (1) ·
Over Fellsmere Canal (1) ·
US-1 over Sebastian River (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:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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 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)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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