Drilldown: bridge data
From Indian River Lagoon Project
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'BRANCH OF MIAMI CANAL ' (1) ·
'Bulow Creek ' (1) ·
'CLEAR LAKE ' (1) ·
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'F.E.C. Railroad ' (1) ·
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'AUDUBON BLVD. ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
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'Center Avenue ' (1) ·
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'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SEMINOLE DR ' (1) ·
'SR-404 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Walter Boardman Ln' (1) ·
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'0.15 mi East of Bay Drive' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 mile East of US-1 ' (1) ·
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'0.5 MI S of FOREST HILL ' (1) ·
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'0.9 mi E of Old Dixie Hwy' (1) ·
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'1.35 mi North of SR-516 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.7Mi. N of SR-44 ' (1) ·
'At Intersection w LPGA BL' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1)
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81071865 (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) ·
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 27 results in range #1 to #27.