Drilldown: bridge data
From Indian River Lagoon Project
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'ARCHIES CREEK ' (1) ·
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'CHENEY WAY/CSX RR ' (1) ·
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'N Fork Loxahatchee River' (1) ·
'None ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Atlantic Avenue ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
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'CR-812 OCEAN AVE ' (1) ·
'DONALD ROSS RD EB ' (1) ·
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'LINTON BLVD. ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'NB I 95 to Gateway' (1) ·
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'Spanish River Blvd' (1) ·
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'SW 18TH ST. EB ' (1) ·
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'TEQUESTA DRIVE ' (1) ·
'WB Forest Hill Bld' (1) ·
'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) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
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'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
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'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.7 miles N of SR 806 ' (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) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Spanish R & I95 Csxrr Can' (1)
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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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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)
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