Drilldown: bridge data
From Indian River Lagoon Project
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19702 (1)
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal - D ' (1) ·
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'FEC RR & Georgia Ave. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Raulerson Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'Stub Canal & S.F.R.C. ' (1)
'CR-717 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'GLADES CUTOFF ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 80/Southern Bld' (1) ·
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'US 98 (SR 80) ' (1) ·
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'US-98 SR700 US441 ' (1) ·
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'.25m W of US-1 on US-98 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'11.4Mi N of Palm Beach Co' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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 29 results in range #1 to #29.
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