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.
'101ST STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-880 ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'ISLAND ROAD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR-472 ' (1)
790055 (1) ·
880044 (1) ·
884039 (1) ·
884055 (1) ·
884063 (1) ·
890015 (1) ·
894021 (1) ·
930940 (1) ·
935900 (1) ·
936802 (1) ·
940029 (1) ·
940115 (1) ·
940116 (1)
'.75 Mile South Midway Rd.' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-472 over US-17/92 ' (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 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 13 results in range #1 to #13.