Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'Gateway Blvd. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'LA MANCHA AVE. ' (1) ·
'Lantana Road ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-404 EB ' (1) ·
'Tymber Creek Road ' (1)
700145 (1) ·
794194 (1) ·
934136 (1) ·
934363 (1) ·
934365 (1) ·
934518 (1) ·
935900 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1) ·
937353 (1) ·
937354 (1) ·
937355 (1) ·
937356 (1) ·
937357 (1) ·
937362 (1)
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'200ft. W of A1A ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'SR-404 EB over CR-3 ' (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 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 16 results in range #1 to #16.
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