Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'Burns Road ' (1) ·
'C-51 Canal ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'DRAINAGE DITCH ' (1) ·
'Hanson Grant Outlet ' (1) ·
'Lake Ida Road ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Milner's Canal ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR-46 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
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'0.5 mi N of Atlantic Ave ' (1) ·
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'0.75 mile South of SR 708' (1) ·
'1.2 Mi N L.Washington Rd.' (1) ·
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'1.7 miles North of SR 706' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
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'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
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85750 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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) ·
N/A (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) ·
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 (including piles) on dry land well above flood water elevations. (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)
131860 (1) ·
143138 (1) ·
148776 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
196055 (1) ·
199525 (1) ·
201260 (1) ·
33399 (1) ·
36435 (1) ·
75472 (1) ·
75473 (1) ·
80678 (1)
Showing below up to 22 results in range #1 to #22.
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