Drilldown: bridge data
From Indian River Lagoon Project
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'ATLANTIS WATERWAY ' (1) ·
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'HILLSBORO CANAL L-14 ' (1) ·
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'LWDD E-4 (El Rio) Canal ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Nova Canal ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SW FORK LOXAHATCHEE RVR ' (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) ·
'LEIGHTON FARM AVE ' (1) ·
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'Old Dixie Highway ' (1) ·
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'Riverside Drive ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'Taylor Rd ' (1) ·
'TROON DR ' (1) ·
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'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1) ·
'Woodcliff Drive ' (1)
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'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'10ft. East of Nova 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) ·
'200ft. S of 10th Street ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'I 95 SR 706 interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (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 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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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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