Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BRANCH OF ICWW ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Golf Cart Underpass ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Rowland Canal ' (1) ·
'SCOTTS CANAL ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Central Blvd. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'HURON WAY ' (1) ·
'ISLAND RD. ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LYONS ROAD ' (1) ·
'MONET ROAD ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR91 TPK 134.1 ' (1) ·
'STAR ISLAND WAY ' (1) ·
'West Farms Road ' (1)
890067 (1) ·
894017 (1) ·
894018 (1) ·
894048 (1) ·
894056 (1) ·
895501 (1) ·
934125 (1) ·
934151 (1) ·
934175 (1) ·
934313 (1) ·
934905 (1) ·
936500 (1) ·
936551 (1) ·
937716 (1)
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (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) ·
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) ·
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 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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