Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
'CR 512 (Fellsmere Rd.) ' (1) ·
'EPB CANAL C-3 ' (1) ·
'IWW Halifax River ' (1) ·
'Jupiter Creek ' (1) ·
'L-30 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'Palmetto Park Road ' (1) ·
'POPPELTON CREEK ' (1) ·
'South Relief Canal ' (1) ·
'SR-421 ' (1)
'COUNTRY CLUB DRIVE' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR714 PALM CITY RD' (1) ·
'Emerson Ave 27th A' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I-95 NB ' (1) ·
'Indiantown Road ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'OKEELANTA RD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-A1A ' (1)
790148 (1) ·
790229 (1) ·
880088 (1) ·
880105 (1) ·
884053 (1) ·
884055 (1) ·
890039 (1) ·
930188 (1) ·
930199 (1) ·
930420 (1) ·
934135 (1) ·
934482 (1) ·
934522 (1) ·
934915 (1) ·
934916 (1) ·
934936 (1) ·
934937 (1)
'0.2MI S OF DONALD ROSS ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1/2MI S of US-1 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT US-27 ' (1) ·
'Boca Raton ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'SR-A1A over Halifax River' (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 not over waterway. (1)
Showing below up to 17 results in range #1 to #17.
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