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.
'Belvedere Road ' (1) ·
'C-51 CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'Halifax River ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'Indian River Relief ' (1) ·
'Kellers Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'SR-68 ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'FOREST HILL BLVD. ' (1) ·
'Gateway Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Lake Worth Road ' (1) ·
'Linton Blvd. ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
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'PALMETTO PK RD ' (1) ·
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'SB I-95 (S.R. 9) ' (1) ·
'SR-518 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
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'.4mi. East of Congress ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
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'0.5 Mile West of I-95 ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'1 mile North of SR 80 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Just North of SR70 on I95' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
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80590233 (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 21 results in range #1 to #21.
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