Drilldown: bridge data
From Indian River Lagoon Project
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790093 (1) ·
790117 (1) ·
930265 (1) ·
930269 (1) ·
930379 (1) ·
930466 (1) ·
930529 (1) ·
930545 (1) ·
934256 (1) ·
940028 (1)
'0.5mi. East of US-1 ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'North of P. Beach Airport' (1) ·
'SR-A1A East of ICWW ' (1) ·
'Tpk/PGA Blvd 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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Showing below up to 10 results in range #1 to #10.
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