Drilldown: bridge data
From Indian River Lagoon Project
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'DNLD RS RD E 112.2' (1) ·
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'SR 91 TPK SB 131.0' (1) ·
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'SR-91 NB TPK 150.7' (1) ·
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'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
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'SR91 NB TPK 157.9 ' (1) ·
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'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
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'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
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'SR91 SB TPK 175.4 ' (1) ·
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'SR91 SB TPK 189.1 ' (1) ·
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'0.2 MI N OF ST LUCIE BLVD' (1) ·
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'3 MI NORTH OF PGA BLVD ' (1) ·
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'3.7MI S/O STUART INT. ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'BOCA RATON INTERCHNG #28 ' (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)
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