Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Superstructure 059 
:
Excellent or
Good
& Channel 061:
No noticeable or noteworthy deficiencies which affect the condition of the channel.
:
Excellent or
Good
& 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-54 Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-106 ' (1) ·
'E-1 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'L-6 Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'ST LUCIE CANAL ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
Fellsmere Canal (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
Number 008:
700224 (1) ·
700231 (1) ·
700232 (1) ·
700238 (1) ·
884105 (1) ·
891000 (1) ·
930466 (1) ·
930485 (1) ·
930524 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
930547 (1) ·
934301 (1) ·
945264 (1) ·
945267 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'North of Belvedere Rd ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'StriblingWay ovr E-1canal' (1) ·
Over Fellsmere Canal (1) ·
US-1 over Sebastian River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
Showing below up to 17 results in range #1 to #17.
