Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BRANCH OF ICWW ' (1) ·
'CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Reed Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1)
700193 (1) ·
704190 (1) ·
704197 (1) ·
790171 (1) ·
796549 (1) ·
880106 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
930353 (1) ·
930547 (1) ·
934126 (1) ·
934960 (1) ·
936451 (1)
'.06mi E OF LANDS END ROAD' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (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) ·
No deficiencies (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 14 results in range #1 to #14.
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