Drilldown: bridge data
From Indian River Lagoon Project
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'A DRAINAGE CANAL ' (1) ·
'CANAL ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-91 Turnpike ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'WEST PALM BEACH CANAL ' (1)
'BEL LIDO DRIVE ' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'Forest Hill Blvd. ' (1) ·
'IBIS WAY ' (1) ·
'LANTANA ROAD EB ' (1) ·
'MERCER AVE ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'US-98 US-441 SR-80' (1) ·
'WB Okee. Blvd. ' (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'200ft. W of A1A ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'N of Roosevelt Bridge ' (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)
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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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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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