Drilldown: bridge data
From Indian River Lagoon Project
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'LOXAHATCHEE RIV NW FORK ' (1) ·
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'LWDD CANAL L-9 ' (1) ·
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I-95 (1)
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'NW 20TH ST WB ' (1) ·
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'NW 2ND ST ' (1) ·
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'Tomoka Farms Rd. ' (1) ·
'TROPICALIA AVE. ' (1) ·
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Micco Rd. (1)
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'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
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'AT 141st ST ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
1.9MI E of Babcock St. (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)
N/A (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 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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832 (1)
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