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:
'CANAL E-84 ' (1) ·
'Cypress Creek ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'BRANT DR/CARL BOTT' (1) ·
'DARWIN BLVD ' (1) ·
'I 95 SR 9 ' (1) ·
'Levee Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
700017 (1) ·
700076 (1) ·
700078 (1) ·
700111 (1) ·
700142 (1) ·
700144 (1) ·
704144 (1) ·
880050 (1) ·
880052 (1) ·
890115 (1) ·
930006 (1) ·
930294 (1) ·
930373 (1) ·
930806 (1) ·
931011 (1) ·
934148 (1) ·
934149 (1) ·
935501 (1) ·
940053 (1) ·
945250 (1) ·
945262 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.5 miles North of SR-706' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
26252016 (1) ·
26252859 (1) ·
26383999 (1) ·
26391930 (1) ·
26455204 (1) ·
26481194 (1) ·
26483417 (1) ·
26483495 (1) ·
26582109 (1) ·
27130777 (1) ·
27153115 (1) ·
27243006 (1) ·
27451178 (1) ·
27452951 (1) ·
28121937 (1) ·
28122002 (1) ·
28122580 (1) ·
28122646 (1) ·
28241870 (1) ·
28241933 (1) ·
28242068 (1)
Longitude 017:
80032221 (1) ·
80041030 (1) ·
80042598 (1) ·
80045345 (1) ·
80075215 (1) ·
80075217 (1) ·
80075297 (1) ·
80104046 (1) ·
80172570 (1) ·
80212173 (1) ·
80240119 (1) ·
80251396 (1) ·
80254429 (1) ·
80295638 (1) ·
80383763 (1) ·
80383781 (1) ·
80392343 (1) ·
80392362 (1) ·
80413919 (1) ·
80422075 (1) ·
80422081 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058: (Click arrow to add another value)
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) ·
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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 not over waterway. (1)
Future 114:
Clearance 116:
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