Drilldown: bridge data
From Indian River Lagoon Project
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'SR-808 Glades Road' (1) ·
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'.5 mi East of I-95 ' (1) ·
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'0.3 mi North of Taylor Rd' (1) ·
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'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
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'2 miles West of US-17 ' (1) ·
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'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 over SR-60 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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 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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