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.
'BRANCH OF C-44 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'L-10 Canal ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'TAYLOR CREEK ' (1) ·
'Ten Mile Creek ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-880 ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'ISLAND ROAD ' (1) ·
'Levee Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ISLAND WAY ROAD' (1)
880044 (1) ·
884003 (1) ·
884039 (1) ·
884063 (1) ·
884064 (1) ·
885605 (1) ·
890015 (1) ·
890039 (1) ·
894019 (1) ·
894021 (1) ·
930805 (1) ·
930940 (1) ·
935900 (1) ·
936802 (1) ·
940029 (1) ·
940122 (1) ·
940123 (1)
'.5 miles South of SR-70 ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'AT 141st ST ' (1) ·
'CR-615 (66TH 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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