Drilldown: bridge data
From Indian River Lagoon Project
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'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'Boynton Canal C-16 ' (1) ·
'CR 702 45th Street ' (1) ·
'Drainage Canal ' (1) ·
'El Rio Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
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'LOXAHATCHEE RIVER ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
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'Triple box culvert ' (1)
930171 (1) ·
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'0.25 mile North of SR 786' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.7 miles North of SR 706' (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) ·
'Between SR 710 and 786 ' (1) ·
'I-95 / SR 882 ' (1) ·
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'Lantana I 95 Interchange ' (1)
116000 (1) ·
160500 (1) ·
171500 (1) ·
173000 (1) ·
190500 (1) ·
195661 (1) ·
203082 (1) ·
213000 (1) ·
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43500 (1) ·
76000 (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) ·
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)
131860 (1) ·
201260 (1) ·
278468 (1) ·
297552 (1) ·
300155 (1) ·
330518 (1) ·
339472 (1) ·
352347 (1) ·
369555 (1) ·
385170 (1) ·
392110 (1) ·
402520 (1) ·
409460 (1) ·
75472 (1)
Showing below up to 17 results in range #1 to #17.
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