Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
890108 (1) ·
890109 (1) ·
890110 (1) ·
890111 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890121 (1) ·
890122 (1) ·
890123 (1) ·
890128 (1) ·
890129 (1) ·
890130 (1) ·
890131 (1) ·
890132 (1) ·
890133 (1) ·
890139 (1) ·
890144 (1)
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'NB I-95 / SR 714 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 / SR-714 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'South of St Lucie Canal ' (1) ·
'South of St. Lucie Canal ' (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)
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) ·
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 19 results in range #1 to #19.
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