Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway
& Channel 061 :
Bridge closed because of channel failure. Corrective action may put back in light service. or
No noticeable or noteworthy deficiencies which affect the condition of the channel.
Use the filters below to narrow your results.
700224 (1) ·
700231 (1) ·
700232 (1) ·
700238 (1) ·
704144 (1) ·
790201 (1) ·
790202 (1) ·
796414 (1) ·
891000 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
931007 (1) ·
931008 (1) ·
934301 (1)
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'Over Fellsmere Canal ' (1) ·
'StriblingWay ovr E-1canal' (1) ·
Over Fellsmere Canal (1) ·
US-1 over Sebastian River (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 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)
Showing below up to 16 results in range #1 to #16.
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