Drilldown: bridge data
From Indian River Lagoon Project
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'CR 812 LANTANA RD ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
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'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
'FLAVOR PICT ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
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'LANTANA RD.CR-812 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
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'SILVER FOX LANE ' (1) ·
'SR-407 ' (1) ·
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'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
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'.5mi So. of St Lucie Blvd' (1) ·
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'2.6 MILES NORTH OF SR-710' (1) ·
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'7.0 mi. W of FL Turnpike ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'SR-528 EB over Pine St. ' (1)
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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)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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)
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