Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
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'SR-91 TPK-DRAINAGE CANAL' (1) ·
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'West Indian River Relief' (1) ·
SR-401 (1)
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'CR-812 OCEAN AVE ' (1) ·
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'HYPOLUXO ROAD EB ' (1) ·
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'Lantana to I 95 SB' (1) ·
'NB I 95 to Gateway' (1) ·
'Oak Lea Drive ' (1) ·
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'SR 811 to SB I-95 ' (1) ·
'SR-528 EB ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'St Lucie West Blvd' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'West Farms Road ' (1) ·
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Overpass Ramp (1)
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'0.02 MI S/O LPGA Blvd ' (1) ·
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'0.7MI N OF BOYNTON BEACH ' (1) ·
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'5.5mi. S of SR70 / I-95 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Lantana I 95 Interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'West of Ernest Lyons Bri.' (1) ·
0.7 Mile N of SR-528 (1)
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Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 (including piles) on dry land well above flood water elevations. (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 26 results in range #1 to #26.