Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Berrys Canal ' (1) ·
'Brando Canal ' (1) ·
'C-17 Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'Drainage Canal ' (1) ·
'Gabordy's Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'Lake Worth Relief ' (1) ·
'US-1 & FECRR ' (1) ·
'Yacht Club Cut ' (1)
'Barracuda Blvd. ' (1) ·
'Blue Heron Blvd ' (1) ·
'Blue Heron Blvd. ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'EB Blue Heron Blvd' (1) ·
'Fifth Street ' (1) ·
'Magnolia St. ' (1) ·
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'SR 710 ' (1) ·
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'SR-44 ' (1) ·
'US-1 ' (1) ·
'WB Blue Heron Blvd' (1)
790117 (1) ·
790128 (1) ·
790149 (1) ·
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795700 (1) ·
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930269 (1) ·
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930468 (1) ·
930523 (1) ·
930534 (1) ·
930545 (1) ·
934155 (1) ·
934156 (1)
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'1 Mile East of I-95 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 over US-1 ' (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) ·
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)
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 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) ·
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 18 results in range #1 to #18.
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