Drilldown: bridge data
From Indian River Lagoon Project
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'SR-510 Wabasso Rd ' (1) ·
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'0.1 Mile West of A1A ' (1) ·
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'0.3MI WEST OF CR-507 ' (1) ·
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'0.4MI. N OF SR-60 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
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'33FT E OF CR-611 43RD AVE' (1) ·
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'50FT. S OF 30TH STREET ' (1) ·
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'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
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'CR-615 (66TH AVE.) ' (1) ·
'SR-60 East of 66 Ave ' (1)
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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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (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)
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