Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'LAKE IDA ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 7TH STREET ' (1) ·
'PALMWOOD ROAD ' (1) ·
'Sea Ray Drive ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
SR-507 SB (1)
700190 (1) ·
704144 (1) ·
890113 (1) ·
934136 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934965 (1) ·
935221 (1) ·
940134 (1) ·
940139 (1) ·
940140 (1) ·
944013 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2mi. East of SR-91 ' (1) ·
SR-507 SB-Tillman Canal (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 13 results in range #1 to #13.
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