Drilldown: bridge data
From Indian River Lagoon Project
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'Australian Ave and Canal' (1) ·
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'M CANAL ' (1) ·
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Addison Canal (1) ·
Horse Creek (1)
'36TH STREET ' (1) ·
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'JORGENSEN RD ' (1) ·
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'MERCER AVE ' (1) ·
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'SELVITZ RD. ' (1) ·
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'SHINN RD (CR-609A)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
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I-95 (1) ·
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'0.2MI N OF NW BAYSHORE BL' (1) ·
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'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
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'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
I-95 over Addison Canal (1) ·
US-1 over Horse Creek (1)
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6960 (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 not over waterway. (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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