Drilldown: bridge data
From Indian River Lagoon Project
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'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'Daytona Canal ' (1) ·
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'US-1 NB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
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704045 (1) ·
790086 (1) ·
794025 (1) ·
795000 (1) ·
894014 (1) ·
894033 (1) ·
934214 (1) ·
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934505 (1) ·
935303 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1) ·
945251 (1)
'.3 mi South of Mason Ave ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'US-1 NB - Turnbull Creek ' (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)
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)
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 14 results in range #1 to #14.
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