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:
Features 006a:
'Banana River ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'East Indian River Relief' (1) ·
'Habitat Connectivity ' (1) ·
'Halifax River IWW ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Loxahatchee Slough ' (1) ·
'SR-40 ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St. Johns River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Turnbull Creek ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'East Island Access' (1) ·
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Graves Ave ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-44 EB ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'US-1 SB ' (1) ·
'US-441 SR-15 ' (1) ·
'WB SR - 714 ' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1)
Number 008:
700217 (1) ·
700219 (1) ·
700220 (1) ·
700221 (1) ·
790132 (1) ·
790189 (1) ·
790193 (1) ·
790195 (1) ·
790217 (1) ·
790218 (1) ·
890103 (1) ·
890135 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
930401 (1) ·
930461 (1) ·
930462 (1) ·
930510 (1) ·
930517 (1) ·
930524 (1) ·
930535 (1) ·
930536 (1) ·
930539 (1)
Location 009:
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-95 over SR-40 ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-441 and SR-76 ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26220386 (1) ·
26364054 (1) ·
26403385 (1) ·
26403390 (1) ·
26403455 (1) ·
26403485 (1) ·
26492016 (1) ·
26492039 (1) ·
26492500 (1) ·
26590720 (1) ·
27102072 (1) ·
27121600 (1) ·
27122400 (1) ·
27123400 (1) ·
28212632 (1) ·
28212764 (1) ·
28221009 (1) ·
28240920 (1) ·
28491498 (1) ·
28565524 (1) ·
29010271 (1) ·
29152514 (1) ·
29153158 (1) ·
29171420 (1)
Longitude 017:
80040879 (1) ·
80041085 (1) ·
80041535 (1) ·
80055200 (1) ·
80101483 (1) ·
80101580 (1) ·
80111100 (1) ·
80113000 (1) ·
80115000 (1) ·
80121129 (1) ·
80161373 (1) ·
80370127 (1) ·
80385322 (1) ·
80385336 (1) ·
80440500 (1) ·
80513613 (1) ·
80522246 (1) ·
81030614 (1) ·
81065740 (1) ·
81110743 (1) ·
81135501 (1) ·
81153534 (1)
Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Future 114:
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