Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Crane Creek ' (1) ·
'Hillsboro Canal ' (1) ·
'Indian River Relief ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-5 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Over D Canal ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St. Lucie Canal ' (1) ·
'SWEETIE SLOUGH ' (1) ·
Indian River ICW (1)
'CR-700 ' (1) ·
'Dubber Road ' (1) ·
'JOG ROAD (NB) ' (1) ·
'Levee Road ' (1) ·
'MILITARY TRAIL ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Park Road ' (1) ·
'Private Road ' (1) ·
'S. Burnett Rd ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-518 ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tangerine Drive ' (1) ·
SR-518 (1)
700183 (1) ·
700184 (1) ·
704193 (1) ·
705601 (1) ·
890121 (1) ·
890122 (1) ·
890132 (1) ·
890133 (1) ·
894049 (1) ·
930085 (1) ·
930800 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930812 (1) ·
934272 (1) ·
934318 (1)
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'SR-518 - Indian River Rel' (1) ·
SR-518 over Indian River (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 18 results in range #1 to #18.