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.
'C-23 CANAL ' (1) ·
'CANAL-17 ' (1) ·
'Cypress Creek ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'EB 706 To SB I-95 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 SB TPK 100.15' (1) ·
'WB SR706 to SB I95' (1) ·
'WESTMORELAND BLVD ' (1)
704144 (1) ·
790042 (1) ·
790100 (1) ·
880050 (1) ·
880052 (1) ·
890115 (1) ·
890116 (1) ·
894003 (1) ·
930142 (1) ·
930359 (1) ·
930373 (1) ·
930375 (1) ·
930384 (1) ·
930390 (1) ·
930519 (1) ·
945250 (1)
'.75 miles South of SR-882' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.5 miles North of SR-706' (1) ·
'At Exit 76 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'WEST PALM BEACH INTERCH. ' (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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 16 results in range #1 to #16.
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