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.
'6th Avenue South ' (1) ·
'Beamer's Canal ' (1) ·
'C-51 Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'E-1 Canal ' (1) ·
'El Rio Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'WPB Drainage Canal ' (1)
790221 (1) ·
930015 (1) ·
930251 (1) ·
930294 (1) ·
930401 (1) ·
930413 (1) ·
930455 (1) ·
930458 (1) ·
930460 (1) ·
930490 (1) ·
930516 (1) ·
930519 (1) ·
930520 (1) ·
930540 (1) ·
934327 (1)
'0.25 miles S/O SR 794 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-95 / SR 882 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR-80 & Military Trail ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
160500 (1) ·
173000 (1) ·
195661 (1) ·
203082 (1) ·
213000 (1) ·
226000 (1) ·
232000 (1) ·
39500 (1) ·
40000 (1) ·
43000 (1) ·
45000 (1) ·
49500 (1) ·
57500 (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)
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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)
278468 (1) ·
300155 (1) ·
339472 (1) ·
352347 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
68532 (1) ·
69400 (1) ·
74605 (1) ·
78075 (1) ·
85882 (1) ·
99763 (1)
Showing below up to 15 results in range #1 to #15.
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