Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'Banana River ' (1) ·
'C-37 Canal ' (1) ·
'City St. & Crane Creek ' (1) ·
'CSX RR ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River EastRelief ' (1) ·
'Intracoastal Waterway ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lake Worth Relief ' (1) ·
'Loxahatchee River ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Ten Mile Creek ' (1)
'Becker Rd. ' (1) ·
'Blue Heron Blvd ' (1) ·
'Clint Moore Road ' (1) ·
'CR-4009 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'E Gateway Blvd ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Jupiter Boulevard ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'SR-40 ' (1) ·
'SR-520 ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'US-1 ' (1) ·
'US-192 ' (1)
700006 (1) ·
700208 (1) ·
700235 (1) ·
705923 (1) ·
790012 (1) ·
790132 (1) ·
794193 (1) ·
884065 (1) ·
930202 (1) ·
930269 (1) ·
930285 (1) ·
930339 (1) ·
930433 (1) ·
930545 (1) ·
934291 (1) ·
934294 (1) ·
941001 (1) ·
944016 (1)
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1 mile West of US 1 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'City of Jupiter ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-192 - Indian River Rel' (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)
Showing below up to 18 results in range #1 to #18.
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