Drilldown: bridge data
From Indian River Lagoon Project
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'A DRAINAGE CANAL ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
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'FEC RR & Georgia Ave. ' (1) ·
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'Halifax River ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 Turnpike ' (1) ·
'WEST PALM BEACH CANAL ' (1)
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'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
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'E. CAMINO REAL ' (1) ·
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'SR-76 (Kanner Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'St Lucie West Blvd' (1) ·
'US-27 (SR-25) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 US-441 SR-80' (1) ·
'WB Okee. Blvd. ' (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
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'1.5mi East of Indiantown' (1) ·
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'1.7 mi. east of SR-7 ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-27 OVER BOLLES CANAL ' (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 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 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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