Drilldown: bridge data
From Indian River Lagoon Project
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15595 (1) ·
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19702 (1)
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'CSX RR ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'SR 802 Lake Worth Rd ' (1) ·
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'W.P.B. Canal (C-51) ' (1) ·
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'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) ·
'EB SR 802 Lake Ave' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KELLER ROAD ' (1) ·
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'NB SR 807 ' (1) ·
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'PIPER'S GLEN ROAD ' (1) ·
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'SB I-95 to 6 Ave S' (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) ·
'0.5 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) ·
'1.0mile south of SR-80 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'10th Ave North over I 95 ' (1) ·
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'2 mi. N of Lantana Rd ' (1) ·
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'NE Quad I 95 6th Ave S ' (1) ·
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'SE quadrant PB Int Airpt ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
12752 (1) ·
13145 (1) ·
1500 (1) ·
18218 (1) ·
196055 (1) ·
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28628 (1) ·
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36435 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
47712 (1) ·
49447 (1) ·
49448 (1) ·
5205 (1) ·
9022 (1)
Showing below up to 28 results in range #1 to #28.
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