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) ·
'CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Tomoka River ' (1)
'CENTRAL BLVD ' (1) ·
'CR 76A ' (1) ·
'CR-700 ' (1) ·
'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Fay Blvd. ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'LPGA Blvd ' (1) ·
'NW 2ND ST ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'STAR ISLAND WAY ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'Woodcliff Drive ' (1)
704161 (1) ·
794038 (1) ·
795001 (1) ·
890015 (1) ·
890114 (1) ·
894017 (1) ·
894018 (1) ·
894038 (1) ·
930085 (1) ·
930354 (1) ·
930355 (1) ·
930360 (1) ·
930376 (1) ·
930381 (1) ·
930392 (1) ·
930419 (1) ·
930910 (1) ·
936500 (1)
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'16Mi W of SR-7 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'CR 76A over I-95 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (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) ·
N/A (1)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 18 results in range #1 to #18.
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