Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1)
'4TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CARTER RD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'KEEN RD (CR-611) ' (1) ·
'SW 22ND WAY ' (1)
880018 (1) ·
880019 (1) ·
880020 (1) ·
880063 (1) ·
884015 (1) ·
884016 (1) ·
884019 (1) ·
884020 (1) ·
884022 (1) ·
884023 (1) ·
884027 (1) ·
884028 (1) ·
935306 (1) ·
940015 (1) ·
940019 (1) ·
940030 (1) ·
940037 (1)
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (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 conditions; field review indicates action is required to protect exposed foundations (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 17 results in range #1 to #17.
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