Drilldown: bridge data
From Indian River Lagoon Project
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'WARNER CREEK ' (1)
'BUCKSKIN TRAIL ' (1) ·
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'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
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'0.1 MILE WEST OF I-95 ' (1) ·
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'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'WB SR800.2Mi west of US-1' (1)
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960 (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 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 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) ·
Bridge not over waterway. (1)
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