Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I 95 SR 9 ' (1) ·
'Island Drive ' (1) ·
'Jog Road ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Lantana Road ' (1) ·
'Melaleuca Lane ' (1) ·
'Old Dixie Highway ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'Service Road ' (1) ·
'SR-807 Congress Av' (1) ·
'SR91 SB TPK 100.15' (1)
930142 (1) ·
930178 (1) ·
930359 (1) ·
930466 (1) ·
934158 (1) ·
934345 (1) ·
934346 (1) ·
934360 (1) ·
934361 (1) ·
934362 (1) ·
934366 (1) ·
934403 (1) ·
934517 (1) ·
934552 (1) ·
936656 (1)
'.1 Mile W of US-A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'WEST PALM BEACH INTERCH. ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 15 results in range #1 to #15.
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