Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
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'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Washington Road ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Middle Haw Creek ' (1) ·
'Padgett Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'Sawgrass Creek ' (1) ·
'Sebastian Inlet ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
Lake Washington Road (1)
'4TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'Babcock St(CR-507)' (1) ·
'CARTER RD. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB US-27 SR-25 ' (1) ·
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'SR-404 EB ' (1) ·
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'SR-415 ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
I-95 SB (1)
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930353 (1) ·
940058 (1)
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'Babcock Street over I-95 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-528 WB - Indian River ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
I-95 SB -Lk Washington Rd (1)
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9700 (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
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)
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95425 (1)
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