Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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12133 (1) ·
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County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'CR-5A ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'I-95 ' (1) ·
'Lake Washington Road ' (1) ·
'Maytown Rd. ' (1) ·
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'Sottile Canal ' (1) ·
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'Tillman Canal ' (1) ·
'US-1 ' (1) ·
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Lake Washington Road (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
Number 008:
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Location 009:
'4.5 Mi. N of SR-46 ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 NB - SR-44 ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 NB over US-92 ' (1) ·
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'I-95 over SR-40 ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'I-95 SB - SR-44 ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'I-95 SB over US-1 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
I-95 NB - Sottile Canal (1) ·
I-95 NB and CR-5A (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
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Longitude 017:
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81075240 (1) ·
81075272 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
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) ·
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 34 results in range #1 to #34.
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