Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
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'4TH STREET ' (1) ·
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'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CARTER RD. ' (1) ·
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'CR-508 (69TH ST.) ' (1) ·
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'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1)
880005 (1) ·
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'0.4 Mi. W of SR-A1A ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
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'0.9MI N OF CR-630 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
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'1MI W OF CR-615 ' (1) ·
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'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1)
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80304583 (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)
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)
Showing below up to 21 results in range #1 to #21.
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