Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'ATLANTIS WATERWAY ' (1) ·
'BRITT CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1)
'65TH ST. ' (1) ·
'BRITT RD ' (1) ·
'COLUMBUS DR. ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'DAVIS ROAD ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'KESTOR DR ' (1) ·
'ORANGE TREE DR ' (1) ·
'RANGE LINERD CR609' (1) ·
'SHINN ROAD ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'TROON DR ' (1) ·
'UNDALLO RD ' (1)
880018 (1) ·
880044 (1) ·
880049 (1) ·
884039 (1) ·
894000 (1) ·
930450 (1) ·
935001 (1) ·
935002 (1) ·
937201 (1) ·
940018 (1) ·
940020 (1) ·
940026 (1) ·
945264 (1) ·
945266 (1) ·
945267 (1)
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1Mi W of US-1 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3MI S of SR-70 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'CR-615 (66TH AVE.) ' (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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 15 results in range #1 to #15.
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