Drilldown: bridge data
From Indian River Lagoon Project
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890067 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890078 (1) ·
890079 (1) ·
890082 (1) ·
890084 (1) ·
890134 (1) ·
890135 (1)
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'6 MI N OF PLM BEACH CO LI' (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)
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 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)
Showing below up to 11 results in range #1 to #11.
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