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.
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'CSX RAILROAD ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'TAYLOR CREEK ' (1)
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Entrnce Rd to FDOT' (1) ·
'LE CHALET BLVD ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'PLM BEACH LAKES BL' (1)
704019 (1) ·
884053 (1) ·
884055 (1) ·
890015 (1) ·
894003 (1) ·
894021 (1) ·
934302 (1) ·
934307 (1) ·
934487 (1) ·
934943 (1) ·
934944 (1) ·
935900 (1) ·
937709 (1) ·
940029 (1)
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.4MI N OF 49TH ST. ' (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) ·
'3.6 Mi. E of SR-710 ' (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 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) ·
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 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 not over waterway. (1)
Showing below up to 14 results in range #1 to #14.