Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-23 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'FECRR ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
Wickham Road (1)
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'I 95 SR 9 ' (1) ·
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'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 NB ' (1) ·
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'WESTMORELAND BLVD ' (1) ·
I-95 (1)
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'.75 miles South of SR-882' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI W OF US-1 ' (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) ·
'3mi East of SR5 on A1A ' (1) ·
'3MI S of SR-70 ' (1) ·
'At Exit 76 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Wickham Road (1)
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80510378 (1) ·
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80511328 (1) ·
80521049 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 22 results in range #1 to #22.
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