Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'6th Avenue South ' (1) ·
'CR 702 45th Street ' (1) ·
'Holly Drive ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'Triple box culvert ' (1) ·
'WPB Drainage Canal ' (1)
930178 (1) ·
930294 (1) ·
930455 (1) ·
930458 (1) ·
930490 (1) ·
930516 (1) ·
930517 (1) ·
930519 (1) ·
930520 (1) ·
930540 (1) ·
940160 (1) ·
940161 (1)
'0.5 mi. N of N Lakes Blvd' (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) ·
'Becker Rd/I-95 interchge ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'I-95 / SR 882 ' (1)
160500 (1) ·
171500 (1) ·
17500 (1) ·
1800 (1) ·
195661 (1) ·
203082 (1) ·
213000 (1) ·
226000 (1) ·
232000 (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)
278468 (1) ·
297552 (1) ·
30363 (1) ·
3123 (1) ·
339472 (1) ·
352347 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1)
Showing below up to 12 results in range #1 to #12.
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