Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Belvedere Road ' (1) ·
'C-52 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'LEVEE NO.8 ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Stub Canal & S.F.R.C. ' (1)
'Becker Rd. ' (1) ·
'EB US 98 SR 80 ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'JOG ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SW 18th Street ' (1) ·
'US-1 ' (1) ·
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941001 (1)
'0.25 mi. N of County Line' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-519 SB I-95 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1- Eau Gallie River ' (1)
26195500 (1) ·
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27023798 (1) ·
27023948 (1) ·
27094100 (1) ·
27123412 (1) ·
27333350 (1) ·
27333415 (1) ·
27382573 (1) ·
27382633 (1) ·
28072700 (1) ·
28173269 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 21 results in range #1 to #21.
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