Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'6th Avenue South ' (1) ·
'Banana River ' (1) ·
'Belvedere Road ' (1) ·
'DANFORTH CREEK ' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Little Haw Creek ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'SR-68 ' (1) ·
'WPB CANAL C-51 ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'Banana River Drive' (1) ·
'E/B S.R. 704 ' (1) ·
'I 95 SR 9 ' (1) ·
'MAPP ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Old Daytona Rd ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-80 ' (1) ·
'SR-A1A NB ' (1) ·
'SUMMIT BLVD ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
SR-A1A SB (1)
Number 008:
700210 (1) ·
700211 (1) ·
704063 (1) ·
790004 (1) ·
790087 (1) ·
794065 (1) ·
894059 (1) ·
930029 (1) ·
930338 (1) ·
930458 (1) ·
930486 (1) ·
930487 (1) ·
930507 (1) ·
934201 (1) ·
940096 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'500FT WEST OF I-95 ' (1) ·
'At East Canal St. ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 SB over FECRR ' (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: (Click arrow to add another value)
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) ·
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
