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.
'BRANCH OF C-44 CANAL ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'Tomoka River ' (1)
'CR-700 ' (1) ·
'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'EB Lake Worth Rd. ' (1) ·
'Fay Blvd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'LPGA Blvd ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PALMETTO PK RD ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR-656 (17th St.) ' (1) ·
'STAR ISLAND WAY ' (1) ·
'Willowood Drive ' (1)
704032 (1) ·
704161 (1) ·
794038 (1) ·
796000 (1) ·
880077 (1) ·
890015 (1) ·
890101 (1) ·
894017 (1) ·
894018 (1) ·
930085 (1) ·
930329 (1) ·
930910 (1) ·
934516 (1) ·
934902 (1)
'.21 E of Minton Rd. ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'INT. OF CR-700 & CR-880 ' (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) ·
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)
Showing below up to 14 results in range #1 to #14.
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