Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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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) ·
'CANAL C-17 ' (1) ·
'Earman River (C-17) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Tide Relief Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'6 Ave S to NB I-95' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'EB North Lake Blvd' (1) ·
'EB SR 802 Lake Ave' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KELLER ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PARK AVE. W. ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR802 (Lake Worth)' (1) ·
'US-1 (SR-5) ' (1) ·
'WB N. Lake Blvd. ' (1) ·
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'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'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) ·
'1.3mi South of 10th Ave N' (1) ·
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'1mi. West of US-1 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'A1A on Singer Island ' (1) ·
'Just North of SR-850 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'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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9100 (1) ·
9700 (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)
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)
12752 (1) ·
12839 (1) ·
13145 (1) ·
1500 (1) ·
15788 (1) ·
16830 (1) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
31230 (1) ·
330518 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
409460 (1) ·
45978 (1) ·
49447 (1) ·
5205 (1)
Showing below up to 23 results in range #1 to #23.