Drilldown: bridge data
From Indian River Lagoon Project
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- definition (254)
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Use the filters below to narrow your results.
700002 (1) ·
700029 (1) ·
700103 (1) ·
700116 (1) ·
700167 (1) ·
890003 (1) ·
890113 (1) ·
930056 (1) ·
930374 (1) ·
930391 (1) ·
930420 (1) ·
930453 (1) ·
930454 (1) ·
934142 (1) ·
934144 (1) ·
940020 (1) ·
940047 (1)
'.5 mi East of I-95 ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.7 Mi S of SR-50 ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'Tpk. / SR 706 Interchange' (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)
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 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 17 results in range #1 to #17.
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