Drilldown: bridge data
From Indian River Lagoon Project
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'ATLANTIS WATERWAY ' (1) ·
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'CYPRESS WAY ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'E. Minnesota Ave. ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Jackson Street ' (1) ·
'Magnolia Avenue ' (1) ·
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'NW 20TH ST WB ' (1) ·
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'Old Dixie Highway ' (1) ·
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'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR-507 NB ' (1) ·
'SR-80 WB ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Road ' (1) ·
'TROON DR ' (1) ·
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'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.4 MILE N OF SR-710 ' (1) ·
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'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'CR 76A over I-95 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'US-92 EB -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) ·
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)
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