Drilldown: bridge data
From Indian River Lagoon Project
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'NB I-95 (SR-9) ' (1) ·
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'SR 707 (Dixie Hwy)' (1) ·
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'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 134.32' (1) ·
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'West Farms Road ' (1) ·
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'.25 mi East of I-95 ' (1) ·
'.25mi W OF I-95 ' (1) ·
'.5mi E. of Indian R Dr. ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
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'1.0 Mile West of SR-710 ' (1) ·
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'2.5 miles North of SR-706' (1) ·
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'2mi.N of SR714 on I95 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'CR 76A over I-95 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
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'South of St Lucie Canal ' (1) ·
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'STUART TPK INTERCHANGE ' (1) ·
'West of Ernest Lyons Bri.' (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)
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)
Showing below up to 27 results in range #1 to #27.
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