Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Boynton Inlet ' (1) ·
'C-23 CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CSX RAILROAD ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Turnbull Creek ' (1)
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'Ballough Street ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'FLEMING STREET ' (1) ·
'Highbridge Road ' (1) ·
'LE CHALET BLVD ' (1) ·
'Main Street ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'NW 5TH STREET ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Southern Boulevard' (1) ·
'SR A1A ' (1) ·
'SW 18TH ST ' (1) ·
'Turnbull Bay Road ' (1)
794004 (1) ·
794022 (1) ·
794025 (1) ·
795000 (1) ·
884053 (1) ·
884065 (1) ·
885604 (1) ·
894003 (1) ·
930030 (1) ·
930061 (1) ·
930097 (1) ·
934302 (1) ·
934307 (1) ·
934487 (1) ·
934943 (1) ·
934944 (1) ·
935218 (1) ·
937709 (1)
'.3 mi South of Mason Ave ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'A1A 2.5km North of SR 804' (1)
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) ·
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)
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)
Showing below up to 18 results in range #1 to #18.
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