Drilldown: bridge data
From Indian River Lagoon Project
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'.2mi W of Clyde Morris Bl' (1) ·
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'0.4MI N OF 49TH ST. ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
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'0.9 mi E of Old Dixie Hwy' (1) ·
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'0.9MI W OF POWERLINE RD ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
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'AT US-441 (SOUTHERN BLVD)' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
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SR-518 over Indian River (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
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