Drilldown: bridge data
From Indian River Lagoon Project
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'6th Avenue South ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'CR 702 45th Street ' (1) ·
'E-3 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
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'6 Ave S to NB I-95' (1) ·
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'I 95 SR 9 ' (1) ·
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'1 mile North of SR 704 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 miles west of Turnpike ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'At Exit 74 ' (1) ·
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'AT SR-7 US-441 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-80 & Military Trail ' (1)
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80214953 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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)
10150 (1) ·
122864 (1) ·
12405 (1) ·
17176 (1) ·
1735 (1) ·
18218 (1) ·
184778 (1) ·
2082 (1) ·
21600 (1) ·
31462 (1) ·
32445 (1) ·
3600 (1) ·
369555 (1) ·
402520 (1) ·
50315 (1) ·
57255 (1) ·
65063 (1) ·
74605 (1)
Showing below up to 22 results in range #1 to #22.
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