Drilldown: bridge data
From Indian River Lagoon Project
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'BIG MUD CREEK ' (1) ·
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'St Lucie River / SR-707 ' (1) ·
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'Tomoka River ' (1)
'CONGRESS AVE ' (1) ·
'CONGRESS AVE SB ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'Forest Hill Blvd. ' (1) ·
'Girard Blvd. ' (1) ·
'JUPITER BEACH RD ' (1) ·
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'NB US-1 / SR-5 ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
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'SR-60 Osceola Blvd' (1) ·
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'STAR ISLAND WAY ' (1) ·
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'0.1 mi W of Banana Rvr Dr' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
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'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
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'0.7MI S OF 45TH STREET ' (1) ·
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'1.2MI East of US-1 ' (1) ·
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'2.25Mi. W of US-1 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-192 EB - Indian River ' (1) ·
'WB SR800.2Mi west of US-1' (1)
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81072482 (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 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 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 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)
Showing below up to 28 results in range #1 to #28.