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) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SALERNO CREEK ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'WARNER CREEK ' (1)
'CAMINO REAL ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LOCKS ROAD ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PROSPERITY FARMS R' (1) ·
'TROPICALIA AVE. ' (1)
880063 (1) ·
884019 (1) ·
884056 (1) ·
894001 (1) ·
894041 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
934116 (1) ·
934126 (1) ·
934240 (1) ·
934950 (1) ·
934960 (1) ·
940067 (1)
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'250ft North of SR-60 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'AT SALERNO ROAD AND A1A ' (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)
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 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.