Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'CSX RR ' (1) ·
'CSX-RR ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Little Haw Swamp ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
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'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'W.P.B. Canal (C-51) ' (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) ·
'CR-4139 ' (1) ·
'EB SR 802 Lake Ave' (1) ·
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'I 95 SR 9 NB ' (1) ·
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'KELLER ROAD ' (1) ·
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'.75 miles South of SR-882' (1) ·
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'0.6 mile South of SR 882 ' (1) ·
'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) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
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'Lake Ave / ICWW ' (1) ·
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'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-44 WB over I-4 ' (1)
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5 (1) ·
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8150 (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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
10 (1) ·
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5205 (1)
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