Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'C-23 CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CSX RAILROAD ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'L-10 Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'PARK LATERAL CANAL ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'NW 5TH STREET ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'SE ISLAND WAY ROAD' (1)
884003 (1) ·
884053 (1) ·
884063 (1) ·
884064 (1) ·
885605 (1) ·
894003 (1) ·
894019 (1) ·
930030 (1) ·
930805 (1) ·
934302 (1) ·
934307 (1) ·
934487 (1) ·
934943 (1) ·
934944 (1) ·
937709 (1)
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (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) ·
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)
Showing below up to 15 results in range #1 to #15.
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