Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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) ·
'CR 708 ' (1) ·
'CSX RR ' (1) ·
'Cypress Creek ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Hillsboro Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'Over D Canal ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SWEETIE SLOUGH ' (1)
'CR-700 ' (1) ·
'E Gateway Blvd ' (1) ·
'Levee Road ' (1) ·
'NB 1-95 (SR-9) ' (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-76 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tangerine Drive ' (1)
704193 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890127 (1) ·
894049 (1) ·
930069 (1) ·
930085 (1) ·
930433 (1) ·
930434 (1) ·
930800 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930812 (1)
'.25 mi East of I-95 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'2.5 miles North of SR-706' (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) ·
'Just W. of Congress Ave.' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (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 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 17 results in range #1 to #17.
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