Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CSX-RR ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River East Relief' (1) ·
'Lake Dias Creek ' (1) ·
'Little Haw Creek ' (1) ·
'Little Haw Swamp ' (1) ·
'ROEBUCK CREEK ' (1) ·
'South Relief Canal ' (1) ·
'Tidal Canal ' (1) ·
'W. Relief Indian River ' (1) ·
'WARNER CREEK ' (1)
'BUCKSKIN TRAIL ' (1) ·
'CR-4139 ' (1) ·
'CR-723 ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'SR-11 ' (1) ·
'SR-44 ' (1) ·
'SR-44 EB ' (1) ·
'SR-44 WB ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-732 Jenson Blvd' (1) ·
'Truck Trail #12 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-92 ' (1)
790093 (1) ·
790094 (1) ·
790176 (1) ·
790189 (1) ·
790200 (1) ·
790212 (1) ·
790800 (1) ·
880089 (1) ·
890009 (1) ·
890014 (1) ·
890138 (1) ·
890145 (1) ·
890146 (1) ·
894051 (1) ·
894063 (1)
'.5mi E. of Indian R Dr. ' (1) ·
'.75mi E. of Indian R Dr. ' (1) ·
'0.6Mi S of 707A ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'CR-4139 over I-4 ' (1) ·
'Indian Riverside Park ' (1) ·
'Lake George Conservation ' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'W. of Jensen Bch. Cswy. ' (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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive 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 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 15 results in range #1 to #15.