Drilldown: bridge data
From Indian River Lagoon Project
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'BARBARA BASIN ' (1) ·
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'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Banana River Relief (1)
'20TH AVENUE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'EB SR60 ' (1) ·
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'INDIAN RIV BLVD NB' (1) ·
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'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
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'0.25MI E OF SEWALLS PT RD' (1) ·
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'0.9 MI W OF US-1 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
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'SR-60 1.6MILES W. OF A1A ' (1) ·
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SR-520 - Banana River (1)
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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) ·
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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