Drilldown: bridge data
From Indian River Lagoon Project
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'ATLANTIS WATERWAY ' (1) ·
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Horse Creek (1)
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'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
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'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SW Wood St. ' (1) ·
'TROON DR ' (1) ·
'West Atlantic Ave.' (1) ·
US-1 (1)
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'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
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'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
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'650FT E OF SEWALLS PT. RD' (1) ·
'A1A on Singer Island ' (1) ·
'AT 141st ST ' (1) ·
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'AT SALERNO ROAD AND A1A ' (1) ·
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US-1 over Horse Creek (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)
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)
Showing below up to 31 results in range #1 to #31.
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