Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 :
1960 or
1995
& Channel 061:
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.
Use the filters below to narrow your results.
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'Hillsboro Canal ' (1) ·
'ICWW ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'WARNER CREEK ' (1)
'109TH STREET ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'Dubber Road ' (1) ·
'GLADES CUTOFF ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOCKS ROAD ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MONET ROAD ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Private Road ' (1) ·
'SR-60 ' (1) ·
'SR-A1A ' (1) ·
'TROPICALIA AVE. ' (1)
700166 (1) ·
705601 (1) ·
880087 (1) ·
880106 (1) ·
884056 (1) ·
884064 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
930812 (1) ·
934126 (1) ·
934240 (1) ·
934312 (1) ·
934950 (1) ·
935507 (1) ·
936551 (1) ·
937001 (1) ·
937002 (1) ·
940069 (1)
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles east of SR-401 ' (1) ·
'250ft North of SR-60 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'SR-60 East of 66 Ave ' (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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