Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'CITY OF WPB CANAL ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'I-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'North Lake ' (1) ·
'Padgett Creek ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1)
790042 (1) ·
790053 (1) ·
790099 (1) ·
790100 (1) ·
790941 (1) ·
930195 (1) ·
930349 (1) ·
937703 (1) ·
940076 (1) ·
940108 (1) ·
940109 (1) ·
940113 (1) ·
940114 (1) ·
940115 (1) ·
940116 (1) ·
940122 (1) ·
940123 (1) ·
940126 (1) ·
940127 (1)
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. West of US-1 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'SR-472 EB over I-4 ' (1)
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) ·
N/A (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 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)
Showing below up to 19 results in range #1 to #19.
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