Drilldown: bridge data
From Indian River Lagoon Project
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'BELCHER CANAL C-25 ' (1) ·
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'LATERAL A CANAL ' (1) ·
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'LATERAL CANAL D ' (1) ·
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'21ST ST SW ' (1) ·
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'74TH AVE. ' (1) ·
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'CR-619 82ND AVE. ' (1) ·
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'DATE PALM RD ' (1) ·
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'S. LAKE DRIVE ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR-40 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
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'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.5MI S of CR-608 ' (1) ·
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'0.8MI E OF 58TH AVE. ' (1) ·
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'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
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'150 FT E of SW 10TH ST ' (1) ·
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'2.6MI N OF SR-60 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3 Miles West of SR-786 ' (1) ·
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'33FT E OF CR-611 43RD AVE' (1) ·
'3MI W OF CR-615 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Just North of SR-850 ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-92 WB-Tomoka River ' (1)
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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)
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