Drilldown: bridge data
From Indian River Lagoon Project
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'BOLLES CANAL (L-21) ' (1) ·
'CANAL C-108 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 Turnpike ' (1) ·
'Tillman Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CR-880 ' (1) ·
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'DONALD ROSS RD EB ' (1) ·
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'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
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'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
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'SELVITZ RD. ' (1) ·
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'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-805 (Dixie 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-192 EB ' (1) ·
'US-27 (SR-25) ' (1) ·
'WB Okee. Blvd. ' (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
'.75 miles South of SR-882' (1) ·
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'1.1MI W OF US-1 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (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-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-192 EB - Indian River ' (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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