Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL C-24 ' (1) ·
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'CR-515 & Indian River ' (1) ·
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'Gabordy's Canal ' (1) ·
'GARDEN CANAL ' (1) ·
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'I-4 ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Little Haw Creek ' (1) ·
'Misner Branch ' (1) ·
'Nav. Banana River Canal ' (1) ·
'WPB CANAL C-51 ' (1)
'21ST ST SW ' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CARTER RD. ' (1) ·
'Center Avenue ' (1) ·
'Citrus Blvd ' (1) ·
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'Girard Blvd. ' (1) ·
'Hull Road ' (1) ·
'LINTON BLVD. ' (1) ·
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'NORTH SHORE DRIVE ' (1) ·
'Old Daytona Rd ' (1) ·
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'SAVONA BLVD. ' (1) ·
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'SR-528 ' (1) ·
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'Willowood Drive ' (1)
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'.21 E of Minton Rd. ' (1) ·
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'0.8 Mile West of Nova Rd ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'500FT WEST OF I-95 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Lake Washington Rd ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'Hull Road - I-95 ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Indian River ' (1)
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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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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9906 (1)
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