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) ·
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RIO MAR BAY ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turnbull Creek ' (1)
'Belvede to NB I-95' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CENTRL PK BL S WB' (1) ·
'EB 706 To SB I-95 ' (1) ·
'GORDY ROAD ' (1) ·
'I-4 Ramp ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'Truck Trail #12 ' (1) ·
'Turnbull Bay Road ' (1) ·
'VETERANS WALK ' (1)
790023 (1) ·
790800 (1) ·
794022 (1) ·
885808 (1) ·
930384 (1) ·
930474 (1) ·
930481 (1) ·
930482 (1) ·
930484 (1) ·
930485 (1) ·
934921 (1) ·
935209 (1) ·
935210 (1) ·
944010 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'AT US-441 SR-7 ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Lake George Conservation ' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'Tpk. SR 706 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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 14 results in range #1 to #14.