Drilldown: bridge data
From Indian River Lagoon Project
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'11th Street Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Cow Creek ' (1) ·
'Crane Creek Canal ' (1) ·
'Daytona Canal ' (1) ·
'Gabordy's Canal ' (1) ·
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'Misner Branch ' (1) ·
'Nav. Banana River Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Reed Canal ' (1) ·
Zoo Trail (1)
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'CR519 (Fiske Blvd)' (1) ·
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Pineda Causeway (1)
700226 (1) ·
704016 (1) ·
704096 (1) ·
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704189 (1) ·
704190 (1) ·
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796000 (1) ·
796549 (1)
.1 Mi E of I-95 (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'2.9 Miles South of US-192' (1) ·
'200ft. S of 10th Street ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'At LPGA Blvd. ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'CR-4078 & Lantern Park Dr' (1)
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)
N/A (1) ·
No deficiencies (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 14 results in range #1 to #14.
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