Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'ATLANTIS WATERWAY ' (1) ·
'BRANCH OF ICWW ' (1) ·
'CANAL ' (1) ·
'Crane Creek ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1)
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CAMINO REAL ' (1) ·
'Dubber Road ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOCKS ROAD ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'LPGA Blvd ' (1) ·
'NB US-27 SR-25 ' (1) ·
'ORANGE TREE DR ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'TROPICALIA AVE. ' (1)
700193 (1) ·
705601 (1) ·
790171 (1) ·
880106 (1) ·
884064 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
930237 (1) ·
930353 (1) ·
934126 (1) ·
934312 (1) ·
934960 (1) ·
935001 (1) ·
935506 (1) ·
935507 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1)
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2Mi E of CR-723 ' (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) ·
'0.4 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) ·
'0.7 mi. W of I-95 ' (1) ·
'100 ft West of Ruffner Rd' (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 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)
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 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) ·
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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