Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C.S.X. R/R ' (1) ·
'CANAL ' (1) ·
'CANAL E-8 ' (1) ·
'E-2-E Canal ' (1) ·
'FIVE MILE CREEK ' (1) ·
'I 95 SR 9 ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'Moore's Creek ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1)
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'Dundas Court ' (1) ·
'DYER PARK ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LA MANCHA AVE. ' (1) ·
'Lake Worth Road ' (1) ·
'MADRID STREET ' (1) ·
'PIONEER ROAD ' (1) ·
'Riverbend Park Rd ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SAM SENTER RD ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'Woolbright Road ' (1)
930300 (1) ·
930301 (1) ·
930438 (1) ·
930456 (1) ·
934140 (1) ·
934176 (1) ·
934221 (1) ·
934502 (1) ·
934513 (1) ·
934903 (1) ·
934905 (1) ·
935900 (1) ·
937353 (1) ·
937358 (1) ·
937359 (1) ·
940067 (1) ·
945015 (1) ·
945255 (1)
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'200ft. W of A1A ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At S Military Trail ' (1) ·
'I 95 Exit 56 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'W of I 95 on Woolbright ' (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 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 18 results in range #1 to #18.
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