Drilldown: bridge data
From Indian River Lagoon Project
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'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
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'101ST STREET ' (1) ·
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'CR 613 (58TH AVE) ' (1) ·
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'.5MI W of A1A & E of SR-5' (1) ·
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'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1/2MI S of US-1 ' (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) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (1) ·
'CR-615 (66TH AVE.) ' (1)
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80402235 (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 22 results in range #1 to #22.
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