Drilldown: bridge data
From Indian River Lagoon Project
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'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'Boynton Inlet ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
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'CSX RR ' (1) ·
'FL TPK SR-91 ' (1) ·
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'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'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) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR 802 Lake Ave' (1) ·
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'SR A1A ' (1) ·
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'.1 Mile W of US-A1A ' (1) ·
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'0.2MI WEST OF OF A1A ' (1) ·
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'10th Ave North over I 95 ' (1) ·
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'1MI SW OF US-441 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'A1A 2.5km North of SR 804' (1) ·
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'Lake Ave. / ICWW ' (1) ·
'Lake Worth ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1)
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7850 (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)
11798 (1) ·
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1500 (1) ·
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600 (1) ·
963 (1) ·
9812 (1)
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