Drilldown: bridge data
From Indian River Lagoon Project
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'AUSTRALIAN AVE NB ' (1) ·
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'0.3MI W OF CONGRESS AVE ' (1) ·
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'1 mi N of Malabar Road ' (1) ·
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'1.4 miles east of I-95 ' (1) ·
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'2.6MI W OF SEMINOLE PRATT' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
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'E Congress Ave & N SR 806' (1) ·
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'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
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'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR-80 & Military Trail ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
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98900 (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) ·
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) ·
Bridge not over waterway. (1)
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