Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'CR-515 & Indian River ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-3 ' (1) ·
'SR-9 (I-95) ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Aviation Ave. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Martin Downs Bd' (1) ·
'Eldron Blvd ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 ' (1) ·
'PALOMINO DRIVE ' (1) ·
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'SR-528 EB ' (1) ·
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'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
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'.25 Mi E of AUSTRALIAN ' (1) ·
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'0.8MI N OF LAKEWORTH BLVD' (1) ·
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'1.5mi East of Indiantown' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
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80451035 (1)
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)
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) ·
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 25 results in range #1 to #25.
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