Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Barge Canal ' (1) ·
'FEC Railroad ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'Hillsboro Canal L14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Indian River ' (1) ·
'Little Haw Creek ' (1) ·
'Nova Road Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Sebastian Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'Tomoka River ' (1) ·
'WPB CANAL C-51 ' (1)
'CR-707(Citrus Ave)' (1) ·
'CR-717 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'LINTON BLVD. ' (1) ·
'Micco Rd. ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'Old Daytona Rd ' (1) ·
'Old Dixie Hwy. ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'Sixth St. ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-3 ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SUMMIT BLVD ' (1) ·
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940050 (1)
'0.1Mi W of Marsh Road ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'500FT WEST OF I-95 ' (1) ·
'At East Canal St. ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (1)
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81162090 (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) ·
N/A (1)
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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 not over waterway. (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 24 results in range #1 to #24.