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:
Direction 005e:
Features 006a:
'Boca Inlet ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'Daytona Canal ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FECRR ' (1) ·
'Halifax River ' (1) ·
'HAULOVER CANAL ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Sebastian Inlet ' (1) ·
'Service Rd & Canal ' (1) ·
'St. Lucie River ' (1) ·
'TAYLOR CREEK ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'A1A ' (1) ·
'Ballough Street ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'Entrnce Rd to FDOT' (1) ·
'FLEMING STREET ' (1) ·
'Highbridge Road ' (1) ·
'ISLAND ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Main Street ' (1) ·
'Service Road ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 WB ' (1) ·
'SR-A1A ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 SB ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700031 (1) ·
700077 (1) ·
700117 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
704019 (1) ·
704048 (1) ·
790004 (1) ·
794004 (1) ·
794025 (1) ·
795000 (1) ·
880005 (1) ·
880044 (1) ·
884039 (1) ·
885604 (1) ·
890003 (1) ·
894021 (1) ·
930004 (1) ·
930060 (1) ·
935900 (1) ·
936550 (1) ·
936802 (1) ·
940029 (1) ·
940045 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of CR 512 ' (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) ·
'1/4Mi W of New Roosevelt ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'US-1 SB over FECRR ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26202096 (1) ·
26235789 (1) ·
26414288 (1) ·
26490288 (1) ·
26495569 (1) ·
26590684 (1) ·
27121243 (1) ·
27275808 (1) ·
27282176 (1) ·
27430923 (1) ·
27445538 (1) ·
27474990 (1) ·
27513635 (1) ·
28122319 (1) ·
28171453 (1) ·
28243314 (1) ·
28243318 (1) ·
28313826 (1) ·
28313884 (1) ·
28370440 (1) ·
28441095 (1) ·
28493748 (1) ·
29132317 (1) ·
29133119 (1) ·
29243110 (1)
Longitude 017:
80023337 (1) ·
80033671 (1) ·
80040020 (1) ·
80040599 (1) ·
80042082 (1) ·
80065384 (1) ·
80154065 (1) ·
80192117 (1) ·
80194850 (1) ·
80265430 (1) ·
80274275 (1) ·
80291127 (1) ·
80291224 (1) ·
80375518 (1) ·
80375690 (1) ·
80390071 (1) ·
80443323 (1) ·
80451679 (1) ·
80454983 (1) ·
80480991 (1) ·
80511310 (1) ·
81010394 (1) ·
81012374 (1) ·
81060320 (1)
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: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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)
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) ·
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 25 results in range #1 to #25.
