Drilldown: bridge data
From Indian River Lagoon Project
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'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'Boynton Canal C-16 ' (1) ·
'CR 702 45th Street ' (1) ·
'Drainage Canal ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'Triple box culvert ' (1) ·
'WPB Drainage Canal ' (1)
930171 (1) ·
930190 (1) ·
930259 (1) ·
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'0.25 mile North of SR 786' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.7 mile North of SR 804 ' (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) ·
'800 ft. S of SR 704 Exit ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'I-95 / SR 882 ' (1) ·
'Lake Worth ' (1)
116000 (1) ·
160500 (1) ·
17500 (1) ·
1800 (1) ·
195661 (1) ·
203082 (1) ·
213000 (1) ·
222000 (1) ·
226000 (1) ·
232000 (1) ·
236000 (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) ·
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
201260 (1) ·
278468 (1) ·
30363 (1) ·
3123 (1) ·
339472 (1) ·
352347 (1) ·
369555 (1) ·
385170 (1) ·
392110 (1) ·
402520 (1) ·
409460 (1)
Showing below up to 15 results in range #1 to #15.
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