Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CAMINO REAL ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I 95 SR 9 ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'Spanish River Blvd' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SW 18TH ST ' (1)
700087 (1) ·
700151 (1) ·
890082 (1) ·
930251 (1) ·
934464 (1) ·
934465 (1) ·
934960 (1) ·
935209 (1) ·
935210 (1) ·
935218 (1) ·
935221 (1) ·
935222 (1) ·
935508 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (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)
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.
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