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) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1)
'EB Lake Worth Rd. ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'HORSESHOE POINT RD' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PALMETTO PK RD ' (1) ·
'Port St. Lucie Bld' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'TROPICALIA AVE. ' (1)
700193 (1) ·
790171 (1) ·
880087 (1) ·
890101 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
930329 (1) ·
934126 (1) ·
934240 (1) ·
934902 (1) ·
934950 (1) ·
936551 (1) ·
940142 (1)
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (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. W of SR-A1A ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-520 - Sykes Creek ' (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 not over waterway. (1)
Showing below up to 14 results in range #1 to #14.
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