Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'CANAL E-84 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'Tomoka River ' (1) ·
'US-192 ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'DARWIN BLVD ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Levee Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
I-95 SB (1)
Number 008:
700017 (1) ·
700043 (1) ·
700076 (1) ·
700078 (1) ·
700111 (1) ·
700123 (1) ·
700142 (1) ·
700144 (1) ·
700209 (1) ·
790077 (1) ·
790078 (1) ·
930006 (1) ·
930294 (1) ·
930537 (1) ·
930538 (1) ·
930806 (1) ·
934148 (1) ·
934149 (1) ·
934711 (1) ·
935501 (1) ·
936776 (1) ·
940053 (1) ·
945262 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SB - Tomoka R. ' (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) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
26252016 (1) ·
26252859 (1) ·
26391930 (1) ·
26404400 (1) ·
26414539 (1) ·
26414600 (1) ·
26455204 (1) ·
26483417 (1) ·
26483495 (1) ·
26572884 (1) ·
27130777 (1) ·
27243006 (1) ·
28044400 (1) ·
28084581 (1) ·
28084584 (1) ·
28121937 (1) ·
28122002 (1) ·
28122580 (1) ·
28122646 (1) ·
28241870 (1) ·
28241933 (1) ·
29154558 (1) ·
29154580 (1)
Longitude 017:
80041030 (1) ·
80042598 (1) ·
80045345 (1) ·
80061282 (1) ·
80075215 (1) ·
80075217 (1) ·
80102700 (1) ·
80212173 (1) ·
80240119 (1) ·
80295638 (1) ·
80383763 (1) ·
80383781 (1) ·
80392343 (1) ·
80392362 (1) ·
80422075 (1) ·
80422077 (1) ·
80422081 (1) ·
80422180 (1) ·
80422199 (1) ·
80482471 (1) ·
80482472 (1) ·
81070414 (1) ·
81070520 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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 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 not over waterway. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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