Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CR-3 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'Lateral H Canal ' (1) ·
'North Relief Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'St Johns River Relief ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
700018 (1) ·
700023 (1) ·
700076 (1) ·
700077 (1) ·
700078 (1) ·
700079 (1) ·
700142 (1) ·
700143 (1) ·
700144 (1) ·
700145 (1) ·
700169 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
884082 (1) ·
884083 (1) ·
930373 (1) ·
934295 (1)
'.75 miles South of SR-882' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'56th Place North ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Indian River ' (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) ·
N/A (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 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) ·
Bridge not over waterway. (1)
Showing below up to 19 results in range #1 to #19.
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