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.
'CANAL ' (1) ·
'Canal C-47 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'HALF MILE LAKE ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'Tomoka River ' (1)
'Belvede to NB I-95' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'Brittan Avenue ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'KELLER ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PBIA to SB I-95 ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SE 7TH STREET ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'STAR ISLAND WAY ' (1) ·
'US-92 WB ' (1) ·
'WEST LAKE DRIVE ' (1)
705915 (1) ·
790021 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
894047 (1) ·
930384 (1) ·
930481 (1) ·
930482 (1) ·
930484 (1) ·
930485 (1) ·
935100 (1) ·
935501 (1) ·
936262 (1) ·
936263 (1) ·
936350 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-92 WB-Tomoka River ' (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) ·
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 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 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 16 results in range #1 to #16.
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