Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
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'Lantana Road ' (1) ·
'LWDD CANAL L-9 ' (1) ·
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'LWDD L-7 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
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'Ramps A&G/BelvedereRd/RR' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'Tomoka River ' (1)
'Belvede to NB I-95' (1) ·
'CONGRESS AVE NB ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Fort Florida Road ' (1) ·
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'SW 23 Ave Golf Rd ' (1) ·
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'WEST LAKE DRIVE ' (1)
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'0.04MI S OF FOREST HILL ' (1) ·
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'5 mi. N Broward Co. line ' (1) ·
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'North of Belvedere Rd ' (1) ·
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'Over I 95 1 mi S of SR804' (1) ·
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'SB Ramp to WPB Airport ' (1) ·
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'SR-704 Over SR-91 ' (1) ·
'US-92 WB-Tomoka 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) ·
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 33 results in range #1 to #33.