Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Superstructure 059:
Fair 
& 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.
& 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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Highbridge Road ' (1) ·
'ISLAND ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Main Street ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST ' (1) ·
'US-1 (SR-5) ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
703001 (1) ·
703002 (1) ·
704019 (1) ·
794004 (1) ·
794025 (1) ·
880005 (1) ·
880044 (1) ·
884003 (1) ·
884055 (1) ·
930004 (1) ·
930060 (1) ·
935218 (1) ·
936550 (1) ·
936802 (1) ·
940015 (1)
Location 009:
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 141st ST ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061: (Click arrow to add another value)
Inspect Date 090:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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