Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal - D ' (1) ·
'CANAL L-12 ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-3 CANAL ' (1) ·
'FEC Railroad ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Raulerson Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'St. Lucie River ' (1) ·
'Stub Canal & S.F.R.C. ' (1)
'CR-707 (BEACH RD) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'EB US 98 SR 80 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR-700 ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR80(SouthernBlvd)' (1) ·
'US 98 (SR 80) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 SR700 US441 ' (1) ·
'US98&441 SR700&15' (1) ·
'WB US 98 SR 80 ' (1)
890003 (1) ·
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940047 (1)
'.25m W of US-1 on US-98 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'16Mi W of SR-7 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-700 CANAL POINT ' (1)
26403240 (1) ·
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80375380 (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) ·
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 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)
Showing below up to 24 results in range #1 to #24.
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