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:
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WB SR 80 ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'I-4 WB ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SB SR 807 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-A1A NB ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB SR-710 ' (1) ·
Overpass Ramp (1)
Number 008:
700204 (1) ·
700205 (1) ·
700211 (1) ·
700218 (1) ·
790196 (1) ·
930362 (1) ·
930407 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930475 (1) ·
930476 (1) ·
930512 (1) ·
930513 (1) ·
930514 (1) ·
930532 (1) ·
930533 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
935307 (1) ·
935308 (1) ·
949901 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
26234852 (1) ·
26234905 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26290169 (1) ·
26324784 (1) ·
26324847 (1) ·
26390300 (1) ·
26403435 (1) ·
26403445 (1) ·
26403485 (1) ·
26403501 (1) ·
26403530 (1) ·
26403721 (1) ·
26403812 (1) ·
26410722 (1) ·
26522014 (1) ·
27190428 (1) ·
27580607 (1) ·
27580636 (1) ·
28241322 (1) ·
28250000 (1) ·
28500808 (1)
Longitude 017:
80045427 (1) ·
80045433 (1) ·
80045890 (1) ·
80045945 (1) ·
80045990 (1) ·
80050886 (1) ·
80050888 (1) ·
80051470 (1) ·
80052317 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
8005960 (1) ·
80102700 (1) ·
80144324 (1) ·
80214953 (1) ·
80222755 (1) ·
80323926 (1) ·
80324008 (1) ·
80350835 (1) ·
80350917 (1) ·
80370688 (1) ·
80375599 (1) ·
81191063 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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:
Clearance 116:
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