Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
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INDIAN RIVER (1)
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'CR-510 WABASSO RD ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
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'.3 mi South of Mason Ave ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mile East of US-1 ' (1) ·
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'1 Mile South of SR-786 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
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'1.3 miles South of SR-44 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Babcock Street over I-95 ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
KENNEDY SPACE CENTER (1)
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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) ·
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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91 (1) ·
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9543 (1)
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