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.
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'CSX RAILROAD ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE WORTH ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'PARK LATERAL CANAL ' (1)
'101ST STREET ' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'Ballough Street ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Highbridge Road ' (1) ·
'ISLAND ROAD ' (1) ·
'LE CHALET BLVD ' (1) ·
'Main Street ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'PLM BEACH LAKES BL' (1)
704019 (1) ·
794004 (1) ·
794025 (1) ·
795000 (1) ·
884053 (1) ·
884063 (1) ·
894003 (1) ·
894021 (1) ·
934302 (1) ·
934307 (1) ·
934487 (1) ·
934502 (1) ·
934943 (1) ·
934944 (1) ·
935900 (1) ·
936802 (1) ·
937709 (1)
'.3 mi South of Mason Ave ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.4MI W of S. COUNTY ROAD' (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) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'50FT. S OF 30TH STREET ' (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) ·
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 not over waterway. (1)
Showing below up to 17 results in range #1 to #17.