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:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-84 ' (1) ·
'Drainage Canal ' (1) ·
'E-4 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Over D Canal ' (1) ·
'Raulerson Canal ' (1) ·
'SFWMD C-15 CANAL ' (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'DARWIN BLVD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'Old Boynton Road ' (1) ·
'PINE RIDGE WAY ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-700 ' (1) ·
'SR-76 ' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1)
Number 008:
700076 (1) ·
700078 (1) ·
700142 (1) ·
700144 (1) ·
890142 (1) ·
930006 (1) ·
930451 (1) ·
930537 (1) ·
930538 (1) ·
930800 (1) ·
930806 (1) ·
934126 (1) ·
934228 (1) ·
934487 (1) ·
934711 (1) ·
934981 (1) ·
935501 (1) ·
935508 (1) ·
936776 (1) ·
937714 (1) ·
945262 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'.2MI S of LINDELL BLVD ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (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)
Latitude 016:
26252016 (1) ·
26252859 (1) ·
26270705 (1) ·
26315430 (1) ·
26331032 (1) ·
26394749 (1) ·
26404400 (1) ·
26410304 (1) ·
26414539 (1) ·
26414600 (1) ·
26433224 (1) ·
26455204 (1) ·
26470182 (1) ·
26562485 (1) ·
26572884 (1) ·
27014124 (1) ·
27130777 (1) ·
28121937 (1) ·
28122002 (1) ·
28122580 (1) ·
28122646 (1)
Longitude 017:
80041914 (1) ·
80042598 (1) ·
80045345 (1) ·
80050300 (1) ·
80054787 (1) ·
80060815 (1) ·
80061282 (1) ·
80074101 (1) ·
80075125 (1) ·
80102700 (1) ·
80162939 (1) ·
80212173 (1) ·
80244814 (1) ·
80295638 (1) ·
80313151 (1) ·
80383763 (1) ·
80383781 (1) ·
80392343 (1) ·
80392362 (1) ·
80482471 (1) ·
80482472 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
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 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)
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)
Future 114:
Clearance 116:
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