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.
'ARCHIES CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'CANAL ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'Tomoka River ' (1) ·
'WPB Canal (C-51) ' (1)
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SE HARBOR ISLAND ' (1) ·
'STAR ISLAND WAY ' (1)
794038 (1) ·
890015 (1) ·
894017 (1) ·
894018 (1) ·
894051 (1) ·
930446 (1) ·
930910 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934357 (1) ·
934964 (1) ·
936701 (1)
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (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 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) ·
Bridge not over waterway. (1)
Showing below up to 17 results in range #1 to #17.
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