Drilldown: bridge data
From Indian River Lagoon Project
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'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'7.9 Mi N of Palm Beach Co' (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 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)
Showing below up to 13 results in range #1 to #13.
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