Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway Relief
& Channel 061:
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.
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19367 (1)
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'BESSEY CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'DRAINAGE CANAL ' (1) ·
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'LAT CANAL (LK WORTH INT)' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'PHIPP CANAL ' (1) ·
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'Relief E.of North Bridge' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
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'W. Relief Indian River ' (1)
'AVENUE OF PGA ' (1) ·
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'Jensen Bch. Cswy. ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
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'SR-710 Beeline Hwy' (1) ·
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'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
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'0.1 MI S of PGA BLVD ' (1) ·
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'0.2 Miles East of US-1 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'US 192 WB over Indian Riv' (1) ·
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'W. of Jensen Bch. Cswy. ' (1)
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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 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 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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 26 results in range #1 to #26.
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