Drilldown: bridge data
From Indian River Lagoon Project
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'12th Avenue South ' (1) ·
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'LK OSBORNE DR& CENTER DR' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'SR 802 Lake Worth Rd ' (1) ·
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'Turnbull Creek ' (1) ·
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'W.P.B. Canal (C-51) ' (1) ·
'Yacht Club Cut ' (1)
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'6 Ave S to NB I-95' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'Barracuda Blvd. ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Fifth Street ' (1) ·
'Hypoluxo Rd ' (1) ·
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'I 95 SR 9 SB ' (1) ·
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'PIPER'S GLEN ROAD ' (1) ·
'Riverside Drive ' (1) ·
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'SR-44 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
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'Turnbull Bay Road ' (1) ·
'US 192 WB ' (1) ·
'US-1 ' (1) ·
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'WB SR 802 Lake Ave' (1)
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'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
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'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'200ft. S of 10th Street ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'Lake Worth ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
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'SR-44 - Indian River ' (1) ·
'SR-44 over US-1 ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1)
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7350 (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 (including piles) on dry land well above flood water elevations. (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)
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