Drilldown: bridge data
From Indian River Lagoon Project
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15256 (1) ·
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19540 (1)
'C-54 Canal ' (1) ·
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'Lateral D Canal ' (1) ·
'LEVEE NO. 8 ' (1) ·
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'LWDD E-1 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 Turnpike ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Fellsmere Canal (1)
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I-95 NB ' (1) ·
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'LANTANA ROAD EB ' (1) ·
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'SR-76 (Kanner Hwy)' (1) ·
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'St Lucie West Blvd' (1) ·
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I-95 SB (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
'0.2 Mi East of Australian' (1) ·
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'0.3MI E OF CONGRESS AVE ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
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'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Over Fellsmere Canal ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-704 Over SR-91 ' (1) ·
Over Fellsmere Canal (1)
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80333306 (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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 26 results in range #1 to #26.
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