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.
'BELCHER C-25 CANAL ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'DIRT FARM ROAD ' (1) ·
'Hillsboro Canal ' (1) ·
'I-95 ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'Over D Canal ' (1) ·
'Salerno Creek ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TAYLOR CREEK ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1)
'CITRUS BLVD. ' (1) ·
'CR-700 ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'JUPITER BEACH RD ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'Park Road ' (1) ·
'Private Road ' (1) ·
'S. Burnett Rd ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tangerine Drive ' (1)
704193 (1) ·
790084 (1) ·
894049 (1) ·
894055 (1) ·
894060 (1) ·
930085 (1) ·
930800 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930812 (1) ·
934125 (1) ·
934483 (1) ·
940027 (1) ·
940029 (1) ·
940037 (1) ·
944014 (1)
'0.2MI E OF A1A ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'At Pluckebaum Rd ' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'Old Dixie Hwy over I-95 ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 conditions; field review indicates action is required to protect exposed foundations (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.