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.
'BELCHER CANAL C-25 ' (1) ·
'CANAL ' (1) ·
'CANAL-1 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1)
'53RD STREET ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CARTER RD. ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR712A (MCCARTY RD' (1) ·
'Entrnce Rd to FDOT' (1) ·
'KEEN RD (CR-611) ' (1) ·
'SW 22ND WAY ' (1) ·
'TAYLOR DAIRY ROAD ' (1)
704019 (1) ·
880018 (1) ·
880019 (1) ·
880040 (1) ·
880044 (1) ·
884015 (1) ·
884016 (1) ·
884020 (1) ·
884023 (1) ·
894021 (1) ·
935209 (1) ·
935306 (1) ·
935900 (1) ·
940030 (1) ·
940037 (1) ·
940041 (1) ·
940043 (1) ·
940068 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT 4TH STREET ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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)
Showing below up to 18 results in range #1 to #18.
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