Drilldown: bridge data
From Indian River Lagoon Project
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'BRANCH OF C-44 CANAL ' (1) ·
'CANAL ' (1) ·
'CPB20 CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tomoka River ' (1)
'CR-700 ' (1) ·
'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Fay Blvd. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'LPGA Blvd ' (1) ·
'PIONEER ROAD ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'STAR ISLAND WAY ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-192 ' (1)
700172 (1) ·
704161 (1) ·
704203 (1) ·
794038 (1) ·
890015 (1) ·
894017 (1) ·
894018 (1) ·
894031 (1) ·
894049 (1) ·
930085 (1) ·
930319 (1) ·
930910 (1) ·
934221 (1) ·
937354 (1) ·
937360 (1)
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'INT. OF CR-700 & CR-880 ' (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)
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 15 results in range #1 to #15.
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