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.
'Banana River ' (1) ·
'Canal ' (1) ·
'Earman River (C-17) ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'Five Mile Creek ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Little Haw Creek ' (1) ·
'M CANAL ' (1) ·
'Murray Creek ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'US-1 ' (1) ·
Banana River Relief (1)
700192 (1) ·
700193 (1) ·
700203 (1) ·
700208 (1) ·
790078 (1) ·
790080 (1) ·
790081 (1) ·
790082 (1) ·
790083 (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) ·
'2.3 MI E of US-17 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB over US-1 ' (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 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 16 results in range #1 to #16.
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