Drilldown: bridge data
From Indian River Lagoon Project
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'L.W.D.D L-14 CANAL ' (1) ·
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'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
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'MAIN RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
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'SR 808 GLADES RD ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
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'WEST PALM BEACH CANAL ' (1)
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'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CR-611 43RD 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) ·
'HAGEN RANCH ROAD ' (1) ·
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'ISLAND WAY ' (1) ·
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'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Port St. Lucie Bld' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-27 (SR-25) ' (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
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'0.4 MI W of US-1 ' (1) ·
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'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'250ft North of SR-60 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-520 - Sykes Creek ' (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 not over waterway. (1)
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9812 (1)
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