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-24 CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CR-3 ' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'Indian River East Relief' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
George King Blvd (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR-404 EB ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 NB ' (1) ·
I-95 (1) ·
SR-A1A SB (1)
Number 008:
700054 (1) ·
700059 (1) ·
700128 (1) ·
700134 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
700222 (1) ·
700230 (1) ·
790087 (1) ·
890117 (1) ·
890118 (1) ·
890126 (1) ·
890146 (1) ·
930450 (1) ·
940018 (1) ·
940026 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'.75mi E. of Indian R Dr. ' (1) ·
'3MI S of SR-70 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Wickham Road (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
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 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:
Showing below up to 17 results in range #1 to #17.
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