Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Canal ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Pluckebaum Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sawgrass Creek ' (1) ·
'St Johns River Relief ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
700018 (1) ·
700023 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
704045 (1) ·
704194 (1) ·
894050 (1) ·
934482 (1) ·
934940 (1) ·
945257 (1) ·
945258 (1)
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (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) ·
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)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (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 by assessment, 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)
Showing below up to 13 results in range #1 to #13.
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