Drilldown: bridge data
From Indian River Lagoon Project
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15634 (1) ·
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'ARCHIES CREEK ' (1) ·
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'CHENEY WAY/CSX RR ' (1) ·
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'E-4 CANAL ' (1) ·
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'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
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'None ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'WEST PALM BEACH CANAL ' (1)
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LINTON BLVD. ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'NB I 95 to Gateway' (1) ·
'OKEECHOBEE RD WB ' (1) ·
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'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
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'WB SR808 Glades Rd' (1) ·
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'.25 Mi E of AUSTRALIAN ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
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'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
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'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1)
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80135984 (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 (including piles) on dry land well above flood water elevations. (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 26 results in range #1 to #26.
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