Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'10th Street ' (1) ·
'Bellevue Ave ' (1) ·
'CR-4009 ' (1) ·
'Croton Road ' (1) ·
'Driveway Ent. Exit' (1) ·
'Dubber Road ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'Madeline Avenue ' (1) ·
'Pinehurst Ave N ' (1) ·
'Shop Ctr Entrance ' (1) ·
'Sixth St. ' (1) ·
'SR-60 ' (1) ·
'Tucker Lane ' (1)
700236 (1) ·
704045 (1) ·
704093 (1) ·
704094 (1) ·
704099 (1) ·
704100 (1) ·
704176 (1) ·
705601 (1) ·
790164 (1) ·
790165 (1) ·
790179 (1) ·
790199 (1) ·
790249 (1) ·
790801 (1) ·
794188 (1) ·
794193 (1) ·
795587 (1) ·
880106 (1)
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.5 Miles South of SR-520' (1) ·
'40ft. E. of SR-5A ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-60 East of 66 Ave ' (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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant 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 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 18 results in range #1 to #18.
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