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:
'6th Avenue South ' (1) ·
'Banana River ' (1) ·
'Belvedere Road ' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'HAULOVER CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Little Haw Creek ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'SR-68 ' (1) ·
George King Blvd (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'Banana River Drive' (1) ·
'COURTENAY PARKWAY ' (1) ·
'E/B S.R. 704 ' (1) ·
'I 95 SR 9 ' (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) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
SR-A1A SB (1)
Number 008:
700210 (1) ·
700211 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
704063 (1) ·
790004 (1) ·
790087 (1) ·
794065 (1) ·
930029 (1) ·
930338 (1) ·
930458 (1) ·
930486 (1) ·
930487 (1) ·
930507 (1) ·
940096 (1)
Location 009:
'.2mi East of US-27 ' (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) ·
'8.6 MILES SOUTH OF US 1 ' (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) ·
KENNEDY SPACE CENTER (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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 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)
Inspect Date 090: (Click arrow to add another value)
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 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:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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