Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Alamana Canal ' (1) ·
'Canal 15 ' (1) ·
'Cattail Outfall ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Deep Creek ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Kellers Canal ' (1) ·
'L-12 Canal ' (1) ·
'Military Trail & CSX RR ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
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'I-95 ' (1) ·
'John Rodes Blvd. ' (1) ·
'Levee Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
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'SE 7TH STREET ' (1) ·
'SR-415 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR802 (Lake Worth)' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'WB SR808 Glades Rd' (1)
700093 (1) ·
704188 (1) ·
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935100 (1) ·
940086 (1) ·
940087 (1) ·
949901 (1)
'.4mi. East of Congress ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'2.3Mi N of Ind. River Co.' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'800 ft West of I 95 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (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 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) ·
N/A (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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