Drilldown: bridge data
From Indian River Lagoon Project
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'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'SR-9 (I-95) ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Ballough Street ' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'DUDA ROAD ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Highbridge Road ' (1) ·
'HYPOLUXO RD. ' (1) ·
'Levee Road ' (1) ·
'MARGINAL RD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
'S. LAKE DRIVE ' (1) ·
'ST LUCIE BLVD ' (1) ·
'St Lucie West Blvd' (1) ·
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'.25 Mi E of AUSTRALIAN ' (1) ·
'.3 mi South of Mason Ave ' (1) ·
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'0.2 Mile S of Aurora Road' (1) ·
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'0.2MI WEST OF OF A1A ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
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'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1)
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80482588 (1) ·
81010006 (1) ·
81012374 (1) ·
81060320 (1)
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)
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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