Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
700192 (1) ·
700193 (1) ·
700203 (1) ·
700208 (1) ·
705918 (1) ·
790093 (1) ·
790117 (1) ·
790181 (1) ·
930003 (1) ·
930265 (1) ·
934256 (1) ·
940028 (1)
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.3 miles east of I-95 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'Just North of SR-850 ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-520 - Banana River (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) ·
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 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 not over waterway. (1)
Showing below up to 12 results in range #1 to #12.
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