Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'City St. & Crane Creek ' (1) ·
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'SR-91 TPK & BOCA RIO RD.' (1) ·
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'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1)
'CR-714 Indian St. ' (1) ·
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'0.1 MI West of SR-76 ' (1) ·
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'0.8 MILE EAST OF US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
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'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (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 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) ·
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 (including piles) on dry land well above flood water elevations. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 26 results in range #1 to #26.
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