Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
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- timeline (19)
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Use the filters below to narrow your results.
'C-1 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Halifax Canal ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Main Relief Canal ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
'34th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'Bay Drive ' (1) ·
'Becker Road ' (1) ·
'Crosstown Parkway ' (1) ·
'Daytona Avenue ' (1) ·
'Island Drive ' (1) ·
'Oak Lea Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'River Drive ' (1) ·
'Service Road ' (1) ·
'Spanish River Blvd' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Trailwood Drive ' (1)
705604 (1) ·
705924 (1) ·
795504 (1) ·
796414 (1) ·
796548 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1) ·
934517 (1) ·
935222 (1) ·
936656 (1) ·
936776 (1) ·
940160 (1) ·
940161 (1) ·
944018 (1) ·
945274 (1) ·
949901 (1)
'.1 Mile W of US-A1A ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (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 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)
Showing below up to 17 results in range #1 to #17.
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