Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Donald Ross Road ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-1 CANAL ' (1) ·
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'I 95 SR 9 ' (1) ·
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'Konomac Canal ' (1) ·
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'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
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'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
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'W. Relief Indian River ' (1)
'Briar Creek Blvd. ' (1) ·
'CR 880 ' (1) ·
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'Fort Florida Road ' (1) ·
'GORDY ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'Indiantown Rd. ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'S. VERDE TRAIL ' (1) ·
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'Tadlock Ave. ' (1) ·
'US98&441 SR700&15' (1) ·
'Volco Road ' (1) ·
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'Wilden Road ' (1)
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'.15 mi W of Fleming Grant' (1) ·
'.25mi W OF I-95 ' (1) ·
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'0.2MI E OF US-441 (SR-7) ' (1) ·
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'0.8 MILE EAST OF US-1 ' (1) ·
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'4.1Mi N of WPB Canal ' (1) ·
'At S Military Trail ' (1) ·
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'I-95 / Donald Ross Rd ' (1) ·
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'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
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81205307 (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 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)
Showing below up to 28 results in range #1 to #28.
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