Drilldown: bridge data
From Indian River Lagoon Project
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'SR-806 Atlantic Ave ' (1) ·
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'ST LUCIE CANAL ' (1) ·
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SR-401 (1)
'CR68 ORNG AV 156.1' (1) ·
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'SR 91 TPK SB 131.0' (1) ·
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'SR-91 (TPK) 78.7 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
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'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
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'0.2 MI S OF MARTIN CO LIN' (1) ·
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'300FT East of CR-717 ' (1) ·
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'4.3 MI NORTH OF SR-802 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
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'Lake George Conservation ' (1) ·
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'STUART TPK INTERCHANGE ' (1) ·
0.7 Mile N of SR-528 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (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)
10 (1) ·
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4 (1) ·
4414 (1) ·
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6 (1) ·
77034 (1) ·
84378 (1) ·
9 (1)
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