Drilldown: bridge data
From Indian River Lagoon Project
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'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LATERAL U CANAL ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
Fellsmere Canal (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'6 Ave S to NB I-95' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'97 TH STREET ' (1) ·
'CR-512 ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'KELLER ROAD ' (1) ·
'NB I 95 SR 9 ' (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) ·
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I-95 SB (1)
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'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
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'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (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) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'Buffer Preserve Drive ' (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) ·
'Over Fellsmere Canal ' (1) ·
Over Fellsmere Canal (1)
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101 (1) ·
10500 (1) ·
10516 (1) ·
113000 (1) ·
116000 (1) ·
1200 (1) ·
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21000 (1) ·
21382 (1) ·
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232000 (1) ·
236000 (1) ·
28500 (1) ·
3240 (1) ·
7350 (1) ·
910 (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)
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 not over waterway. (1)
1092 (1) ·
126 (1) ·
12752 (1) ·
13145 (1) ·
1500 (1) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
330518 (1) ·
36435 (1) ·
37098 (1) ·
39905 (1) ·
402520 (1) ·
409460 (1) ·
49447 (1) ·
5205 (1)
Showing below up to 25 results in range #1 to #25.
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