Drilldown: bridge data
From Indian River Lagoon Project
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'Blue Heron Blvd. ' (1) ·
'CR-880 ' (1) ·
'I-95 ' (1) ·
'Old Dixie Highway ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
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'SR91SB ON/OFF 98.0' (1) ·
'US27 SR-25 & 80 ' (1)
794123 (1) ·
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941000 (1)
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'7.7Mi W OF SR-80 ' (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)
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 20 results in range #1 to #20.
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