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 Canal (C-25) ' (1) ·
'BRITT CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'S-5 Discharge Canal ' (1) ·
'Yacht Club Cut ' (1)
'BARBER STREET ' (1) ·
'Belvede to NB I-95' (1) ·
'BRITT RD ' (1) ·
'Dubber Road ' (1) ·
'Fifth Street ' (1) ·
'Kings Highway ' (1) ·
'Levee Road ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to SB I-95 ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'STAR ISLAND WAY ' (1)
705601 (1) ·
795701 (1) ·
885602 (1) ·
885605 (1) ·
894000 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
894047 (1) ·
930481 (1) ·
930482 (1) ·
930483 (1) ·
930484 (1) ·
930485 (1) ·
930811 (1) ·
940007 (1)
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (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 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 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) ·
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 16 results in range #1 to #16.