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-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'CANAL ' (1) ·
'Canal - D ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1)
'BINKS FOREST DRIVE' (1) ·
'CR-510 WABASSO RD ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1)
790147 (1) ·
790151 (1) ·
790152 (1) ·
880047 (1) ·
930361 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
934138 (1) ·
934293 (1) ·
934345 (1) ·
934925 (1) ·
934926 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1)
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'3MI W OF CR-615 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (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)
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 16 results in range #1 to #16.
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