Drilldown: bridge data
From Indian River Lagoon Project
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'I 95 SR 9 ' (1) ·
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'Lateral C Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Lateral H Canal ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Moore's Creek ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'Spruce Creek ' (1) ·
'SR-76 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Ten Mile Creek ' (1) ·
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'45th Street CR-702' (1) ·
'53rd Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
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'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Hanley Rd. S 25th ' (1) ·
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'.25 mi East of I-95 ' (1) ·
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'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
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'Between SR704 and 12th St' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'South of Ramp to SR 706 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-704 Over SR-91 ' (1)
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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 (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)
1000 (1) ·
10875 (1) ·
114000 (1) ·
12360 (1) ·
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