Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'BOLLES CANAL (L-21) ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-78 Borrow Canal ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'SR-9 (I-95) ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'E/B S.R. 704 ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Pioneer Road ' (1) ·
'SR-60 EB ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'St Lucie West Blvd' (1) ·
'US-27 (SR-25) ' (1)
880097 (1) ·
890141 (1) ·
890142 (1) ·
930342 (1) ·
930408 (1) ·
930414 (1) ·
930415 (1) ·
930507 (1) ·
934327 (1) ·
934328 (1) ·
934329 (1) ·
934347 (1) ·
934721 (1) ·
937715 (1) ·
937716 (1) ·
940133 (1)
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'US-27 OVER BOLLES CANAL ' (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 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)
Showing below up to 16 results in range #1 to #16.
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