Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'BRANCH OF ICWW ' (1) ·
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'Lateral Canal A ' (1) ·
'Little Tomoka River ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
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'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
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'CR-611 43RD AVE. ' (1) ·
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'Daytona Avenue ' (1) ·
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'TROPICALIA AVE. ' (1) ·
'Tymber Creek Road ' (1)
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'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'250ft North of SR-60 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over SR-46 ' (1) ·
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'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
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'SR-415 -St. Johns Relief ' (1) ·
'SR-415- St.Johns River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 (including piles) on dry land well above flood water elevations. (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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