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.
'BRANCH OF ICWW ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'Groover Creek ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-8 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'St. Johns River ' (1)
'Airport Road ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'Babcock St(CR-507)' (1) ·
'BOB W RD 130TH ST.' (1) ·
'CR-4118 ' (1) ·
'JUPITER BEACH RD ' (1) ·
'KUDZA ROAD ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'Palm Bay Library ' (1) ·
'PINE RIDGE WAY ' (1) ·
'SR-46 ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SW THIRD ST ' (1) ·
'WEST LAKE DRIVE ' (1)
700160 (1) ·
704256 (1) ·
790030 (1) ·
790066 (1) ·
794036 (1) ·
880053 (1) ·
934125 (1) ·
934312 (1) ·
934402 (1) ·
934488 (1) ·
934516 (1) ·
935502 (1) ·
936264 (1) ·
937003 (1) ·
937702 (1) ·
937714 (1)
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.7Mi. N of SR-44 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'At SR-7/US-441 ' (1) ·
'Babcock Street over I-95 ' (1) ·
'SR-46 - St. Johns River ' (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)
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 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.