Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
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'LWDD C-17 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Misner Branch ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Turnbull Creek ' (1)
'10TH AVE. NORTH ' (1) ·
'CAMINO REAL ' (1) ·
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'CONGRESS AVE ' (1) ·
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'NW 20TH ST WB ' (1) ·
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'OLD DIXIE HWY ' (1) ·
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'PALMETTO PK RD ' (1) ·
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'Riverside Drive ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
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'0.2MI E of LOXAHATCHEE RD' (1) ·
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'0.8 Mile West of Nova Rd ' (1) ·
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'0.8Mi NORTH OF CR-804 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'S of Southrn/Haverhll Int' (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)
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 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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