Drilldown: bridge data
From Indian River Lagoon Project
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'ATLANTIS WATERWAY ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL-1 ' (1) ·
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'E-2 East Canal ' (1) ·
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'Halifax Canal Lateral ' (1) ·
'Halifax River ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Spruce Creek ' (1) ·
'SR-9 (I-95) ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CYPRESS WAY ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E. Minnesota Ave. ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO RD. ' (1) ·
'Jackson Street ' (1) ·
'LANTANA ROAD EB ' (1) ·
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'Magnolia Avenue ' (1) ·
'NW 20TH ST WB ' (1) ·
'Orange Avenue ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR-507 NB ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'St Lucie West Blvd' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Road ' (1) ·
'TROON DR ' (1) ·
'US-27 (SR-25) ' (1) ·
'US-92 EB ' (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.2 mi E of CR-415 ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5Mi West of Kepler Rd. ' (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 N OF ANGLE ROAD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-27 OVER BOLLES CANAL ' (1) ·
'US-92 EB -Tomoka River ' (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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