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.
'Boca Inlet ' (1) ·
'Boynton Inlet ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lake Worth Relief ' (1) ·
'Little Lake Worth ' (1) ·
'SALERNO CREEK ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1)
890043 (1) ·
890044 (1) ·
890120 (1) ·
890150 (1) ·
890158 (1) ·
890160 (1) ·
894041 (1) ·
930060 (1) ·
930061 (1) ·
930269 (1) ·
930545 (1) ·
930546 (1) ·
930547 (1) ·
940045 (1)
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'2MI E of SR-76 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'SR-A1A East of ICWW ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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)
Showing below up to 14 results in range #1 to #14.
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